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HomeMy WebLinkAbout8168 Wheat Stone Dr3ocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-5341 ECEBBAi G DR HORTON A4DB DELRAY ELEVATION A Abbott Park,, LOT 009mO2 O LJ O O 0 N APEX N t� c c I LIJ tds J � true design studios z O Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O o cn W cy cy F- ILI a) 0 041#09011 3� J� W �.. Q U Z 1.1J (D W sY O O O O d>11111111111110 L0 o Q CIS Z 1�1 U < W L_.I.J W ct J z w m w O cn W W Q �- _ Z Q O Z 0 W w _ � _, w W o 5 o w ry r, J X W LL Z Z O O Q ry W O F' a z O U W_ Q W Abbott Park Q O U J (A LOT 009-02 0 Q W U Z Z CD } U) OPROJECT NO W - - - DRAWING INDEX k�; IN `3 CODE .�Uft-IM# R �� z DRAWN: - — o - - T -- - - - - - - - - - - - - -- ---- - - - - - - - - - - _ -- o = DO ARCHITECTURAL A i t arvD LOCAL CODES W CHKD �' STRUCTURAL ELECTRICAL r `1 AL r 8C'1ulNl CODE FUEL GAS 2017 ~ JAC �r �IF;1i(l;".lA,i_ ELECTRIC CODE: 2014 SHEET7NO.SHEET `NAME SHEET NO. SHEET NAME SHEET NO. SHEET NAME �i E ! {: ' AL ?017?r" F i. F;RE PREVENTION CODE 20"7 W J -- -- - - A000 ARCHtTECTURaL GENER, ST-1 STRUCTURAL SPECIFICATIONS E100 1st LEVEL ELECTRICAL PLAN X U) A110 1st LEVEL FLC.>OR PLAN ST-2 FOUNDATION PLAN ;Y C ,;SSIt IC, ICf,, RESiDE.'v i iA- ^;: 1 F t i:'iCN TYPE VE U? A200 ELEVA `IONS ST-2.D FOUNDATION DETAILS _ } CD A400 'WALL SECTIONS ST-3 1st LEVEL STRUCTURAL PLAN — A500 DETAILS ST-3A 1st LEVEL ROOF FRAMING PLAN C t 0 Iw Q A501 DETAILS ST-5 TYPICAL WALL SECTIONS F - F f n' r'5'� � Z �v ; S OF CI-tAPTF_R I � A502 DETAILS - IF .APPLICABLE — - ST-6 SECTIONS AND DETAILS — - - -- - - - -- _ ; r. "- -:`:? i._^G HG-1 OF 35 0 - - to - REA VOLUMES 2i o .__ ..� - 5982 C -- o I Q 0 05-22-2020 p ALL WORK SH;11 W CODES 4 , €- U REVISIONS: w NATIONA' 6 .f _ -' AND 1'H r - Q No. Description Date ORDINAN r' J I \�,�1. /U/� L— - - — U) P Ar J Z Z This item has been U electronically signed and W sealed by Justin M Lanier F- PE on the date and/or time X stamp shown using a digital W 0000 signature. W )ocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-5341ECEBBAC:: -- '- -- GENERAL ELECTRICAL NOTES \P Footer-� ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT a " COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE Re -Bar (sized -, according to PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V foundation plan) �;� " 1 BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION ' CARBON MONOXIDE PROTECTION PER FLORIDA #4 awg CU bare w/ 10' stubbed STATUTES 553.885 2). TO BE INSTALLED WITHIN 10' outside of slab at service q OF EVERY SLEEPING ROOM location. Connect to footer steel in w/ (2) ground clamps 5' apart I• �I - � • ALL OUTLETS SHOULD BE AFCI PER NEC -U.N.O. PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V i RECEPTACLES INSTALLED OUTDOORS MUST BE --. ��✓ .a` GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V UFER GROUND DETAIL RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN N.T.S. NON -DWELLING OCCUPANCIES-i.e. OUTDOOR - SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED RISER DIAGRAM iER HEAD • PER NEC SECTION 406.8(B)(1) 15A & 20A 1E RECEPTACLES IN A WET LOCATION MUST BE WITHIN ND 150 OR 200 - - 150 = #1 Copper or 2/ 0 Aluminum AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN _ 200 = 2 /0 Copper or 4 /0 Aluminum in 2" ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING Conduit. A/C DISCONNECT RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT ER MAIN PER NEC SECTION 406 11 IN DWELLING UNITS, ALL DIS 150 #12 COPPER TO APPLIANCES AND GFI 1so oR 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS 200 AMP TYPICAL TAMPER -RESISTANT ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER • PER NEC SECTION 800.156 NO LESS THAN ONE UNDGND #8 COPPER TO RANGE COMMUNICATION OUTLET SHALL BE INSTALLED POWER CO. #6 COPPER TO HVAC ` WITHIN EACH DWELLING UNIT #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER. • PER NEC SECTION R314.3 AND R315.1 SMOKE A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH DETECTORS TO BE INSTALLED INSIDE EACH B) BONDED TO CONTINUOUS FOOTING STEEL SLEEPING AREA INTERSYSTEM BONDING TERMINATION PER NEC 250.94 e ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL, KIDDE MODEL # 14618A SMOKE ALARM, OR :,I MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE APPROVED EQUAL NS " THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY -_; • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE - - - I I ABBREVIATIONS LEGEND j ABV AC AFF AHU BLK CABS CLG CHR COFF COL COND CRN CVAC DBL DIAG DR DRY DW EB FL FLR FP FXD FXT GLS HB KS LAV LT MRBL MC MIR MTL OH OPNG OPT R & S REF SD SDLTS SGD SH (2) SHWR TB TPH T&S TEMP TR VOL WC WD WH WNCT WS WASH ABOVE AIR CONDITIONER ABOVE FINISHED FLOOR AIR HANDLER UNIT BLOCK CABINETS CEILING CHAIR RAIL COFFERED COLUMN CONDENSER CROWN MOULDING CENTRAL VACUUM SYSTEM DOUBLE DIAGONAL DOOR DRYER DISHWASHER EYEBROW FLOOR LINE (MAT. CHANGE) FLOOR FIREPLACE FIXED FIXTURE GLASS HOSE BIB KNEE SPACE LAVATORY LAUNDRY TUB MARBLE MEDICINE CABINET MIRROR METAL OVERHEAD OPENING OPTIONAL CLOTHES ROD and SHELF REFRIGERATOR SOAP DISH SIDE LIGHTS SLIDING GLASS DOOR SHELVES (QUANTITY) SHOWER TOWEL BAR TOILET PAPER HOLDER TUB and SHOWER TEMPERED TRANSOM VOLUME WATER CLOSET WOOD WATER HEATER WAINSCOT WATER SOFTENER WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R501.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION — FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE _ EXTERa0RC E.! E'VAT 11ON G.ENr`: RAL �'.I `: TE_:3` vlJ! , iN \ I F. ....,, .: C • C. i •J P 1 • r' tip ) F. R I i C i Lj • FL ,'� -� is L �� '<`, i ( , Y WALL ` N ) R`` I E [:;L D iVAi-L , i f= , A ALL (_'-iA ,\ t5CR70)38 • ti.'r0 ERIFt `-i_L 3,FAR+NG WALL i L SE :n Rr �i r1T PJ - ?f a L 5 EX /`.T vA IN H 1 vli Ii Htr l 2 1v1 i I STAPI_LS P t L' Nv ;:ii I C �f,1,N r Ii�C Ir (�5�� w•.Iti�, �;R ES _ riL`.JVISE ;PPRiAr_L • NI-! T C 7 : ITu P(r TI , ,.., , , r �T ,LIES I � rye-L.I CC ' C TR r, BA KIN(a . IF THE PL 'S FR Q,' RI A _E: FAC:iNG ',1r E` , ,._ Ji; IS C: ,rJip; E T EL Y C;CI E - FLr ��ER Ai''_.I.,1'v' C'N N ONi v"`;fJ i /`, J P uvfui , n TGi. I HiCKNE S' IS hiJ SE I FORT`iN f HBLE R JN V( '0 { RA1�9L r;("�S R it i i( N 'JJITI 1 � u a ON (- R, -Dr FLOUR S[ A6 ; r " M P'L I E F.iyi—, LICU PRUr TI h , :P r r., ! " • /VEEP: t� < IiI'�IfJlu(+�" +aAv-Y-) V. ?f0 :N ,C _ 11 Fa. i ABOVE 1 HE Lr,t�TH OF, 2 {,`C '_-5 r 6VE � \ 1E �r , S \ r. SI-L1i__ ;.'- A ` I I. N ', i—i_ it;t,l 1`r L�.:.,.I\1 L1 !•t.•ri C_1^t is Ec,iU!VA;__, '_ E: P. .- ',Rr-,rE ��, I,J!`, h 4' _ D \.'SIN GENEERAL NOTES - ---- — /''.L CONSTRUCTION SHALL MEET THE LATEST v F-DIT ION OF CODES ADOP 1 ED BY THE LOCAL . , ERN!N AG-!vCiES ap p a FE;- NO OPENINGS FROM A PRIVATE APEX C -,GE ARE PERMITTED DIRECTLY INTO SLEEPING ALL- OPENINGS SHALL HAVE SOLID WOOD, 00 a)Af:;_AS N "`JSULATED STEEL OR 20 MIN. FIRE RATED DOORS rn NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED V,J!TH A SELF CLOSING DEVICE. ALL DUCTS IN THE r- GARAGE OR PENETRATING THE WALL OR CEILING N SEPARATING THE GARAGE AND DWELLING SHALL BE nl CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH � _ '' Uli�',MUM RIGID CLASS 0 OR 1 DUCT BOARD; OR C?HER. APPRO\''ED MATERIAL AND SHALL HAVE NO J LL tds += � CPENINGS iN ITO THE GARAGE W J h J a)P+_R FEC TABLE R-302.6 GARAGE SHALL BE true est rr studio S_�ARATr C FROM RESIDENCE AND IT'S ATTIC W/ Z O iN 1i2"GYP BOARD ATTACHED IN ACCORDANCE 111Jfl H TABLE R702.3 5. HABITABLE ROOMS SHALL BE Y 9000 REGENCY SQUARE BLVD. � SEPARATED FROM ROOM ABOVE W/ MIN 5!8" TYPE U Q SUITE 100, JACKSONVILLE, FL 32211 X" GYP BOARD, '11VI HERE THE SEPARATION IS A 0 FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED CD 'A'V` MIN 1/2" GYP BOARD T N c W PER FEiC R302.12 IN COMBUSTIBLE CONSTRUCTION I :D INHERE THERE IS USEABLE SPACE BOTH ABOVE U) �oftfflffol AND BELO',^J THE CONCEALED SPACE OF A � " 0 Z GOR/CEILING ASSEIVISLY, DRAFT STOPS SHALL BE F INSTALLED SO THAT THE AREA OF THE CONCEALED -1 F SPACE DOES NOT EXCEED 1,000 SQUARE FEET. m DiRAF i STOPPING SMALL DIVIDE THE CONCEALED W < SPACE INTO APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12 & R302.12.1 PER FBC R-312. i PORCHES, BALCONIES OR RAISED FLOOR, SURFACES LOCATED MORE THAN 30" ABOVE } U > FINISHED FLOC)R OR GRADE SHALL HAVE GUARDS Z NOT LESS THAN 36:' IN HEIGHT. PER FBC R-312.1.2 W OPEN SIDES OF STAIRS AlITH A TOTAL RISE OF 0 MCR'E THAN 30" AB )VE FINISHED FLOOR OR GRADE W SI'i!ALL HAVE GG.iARDS NOT LESS THAN 34" IN HEIGHT 'M, ASURED VF_=R; i IGALLY FROM THE NOSING OF THE C) KE_/:JJ j 0') • PER cBC R-31-2.1.2FREQUIRED GUARDS ON OPEN >= Si"DES DF ST dF\,;VA`r'S. RAISED FLOOR AREAS. [` ,I CONIES AND PORCHES SHALL HAVE O a !NTERi`:/IEi:`ATi-_ OF, ORNAMENTAL CLOSURES Z Uj iCC i DU Iv -, �L 'D`,PJ PA, SI'wE OF A SPHERE 4" AN!C rt: U) v1GNt {, W d PIER FBC R-308.4 5 'BLAZING IN *WALLS, ENCLOSURES z 7 w W ON FENCES LOiv AWING OR FACING HOT TUBS, � ^ ) LUU SPAS %,1VHIRLr ! � � + aUNAS STEAM ROOMS. m B) t+, ,16` S 10iV F..R, N'D 1ND00R 0R 0UTD00R f.',I':';ING *'tx7L A-1 L::E ; HE- DOTTOM EXPOSED W EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR W Z Z Q Q O \ '0k'ALKING SURFACE. SHALL BE CONSIDERED A / Q co HAZARDOUS LOCATION. G C. TO VERIFY IF W W HOMEO\NNER SELECTS ANY OF THESE ITEMS a J W W 2 LIS + ED. IF ANY OF THESE ITEMS LISTED IS W ti II�iSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPER ED O x X J ILLLL FBC R312 2. PROVIDE WINDOW FALL Z PROTECTION IN ACCORDANCE WITH R312.2.1 AND O Z R3 12.2.2 O Q i GAS OPT PER COMMUNITY. VERIFY WITH BLDR� W LL Z • C.J. = RECOMMENDED MASONRY CONTROL JOINT X W LOCATION O a IL • ALL FINISHES MATERIALS, HOUSEWRAP, WINDOW � W AND DOOR FLASHING, TAPING AND SEALANTS TO BE Abbott Park Q INSTALLED PER BUILDER PROVIDED � U S-�-ECIFICATIONS OR MFR WRITTEN INSTRUCTIONS � - to LOT 009-02 0 • :>__I FINic.H DETAILS &. TYPiCAL PLAN NOTES Q W PRL'I'Vi DED BY BUILDER IN ACCORDANCE WITH Lj Q -YI"CAL 80i! rll=. G. FC!FIGATIONS Z Z REFER TO STRUCTURAL ENGINEERING DRAVVINGS } (D PROJECT NO U) W FOR ALL e_X T ERIOR !/TALI- ST! 1D SPECIES, SIZES AND O 0 2020.004114 W O DRAWN: DO C) o - -- W CHKD, Ln JAC co X W W Q � Q U) m Z o Q Z � o O r W co Q Z Z 3: m Q 0 05-22-2020 0 F=- W CO U REVISIONS: U_ Q No. Description Date W U) J Q — - -- U) O O Z Z 0 phis item has been 0 electronically signed and W sealed by Justin M Lanier 1- PE on the date and/or time x AOOO starrip shown using a digital W signature. W Q 1 L 1 1 11L 11P"'ZIP — 51 3ocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9 a 3131 70'-0" 17'-8" 5:-8" 5-10 1/2" 'IF 5-3 1/2" 1 V-4" 2'-8 2 V-6" 26-10" 31'-10" VERIFY AC COND LOCATION W/ SITE PLAN 3010 FX TEMP 3052 SH TEMP EGRESS 8'- 0" H.H. 8'- 0" H.H. H b % -7 - — ----- —7— . .... ... ........... --rF F 1 I ILI! I I I I I I I 11-- -- 1, , I I � i 1 ; 7T17 MIN kldildiAld LET! 771 is& 1R 12 9'-4" CLG CC wic 36"x6011 + 127 : lD [RIFT' AC COND V) t 9'-4" CLG � I 00 I-OCATION SITE PLAN 21068 21068 r1i -4 F1 25 Ln o Q0 00 BEDR0 0 M 4 ; > 9161 LU OWNERS SUrIE '-4" CLG 9'-4" CLG OWNERS BATH % 21068 9' ....... ...... -4" CLG V) 160: Ln CD GARAGE V) 9'-4" CLG r4 rn WIC _4 9'-4" CLG 06 IV) - 0 1S&IR I zx --------------- 2106 CN lAHUj 1 21'-0" " T-2" 8 1/2 0MEC 1 �.o 11 C) 0 —1 LAUNDRY 2106 ' r-4 9-4" CLG �0 4'-10" 12'-2" 8--2" 2868 9'-4" CLG 9'-4" CLG 1 171 C? C? �162 L 18111 8'-8" 00 A% %K-- GREATROOM 0: r-i C? -,t T-4" CLG z �105 % 6A 0" 8" 6'-4" i,8".i, v 9'-2" IEN TRY (D o- c? CD c� V) 2 - FO YER 'D bo U Lo �CD CLG CYD [C-21 1 00 9'-4" CLG P i 00 12'-4" T-5" 4'-3 2 -2" 13'-6" l7, V-1, c\j 6-0" Ie 3'-0" T- X OUTDOOR LIVING n 4 105 9'-4" CLG 00 9'-4" CLG 108 �o 68 21068, LID F — — — — — — 101 M = DININGOO 3 SHS 3 SHS 9'-4" CLG L 2'-8" 2--4" 10 Ln [13]0 [1 4�Z BEDRO 0 M 3 'IRA 1112 BEDRO 0 M 2 9'-4" CLG 9 -4" CLG 9'-4" CLG CO IUM MEN J 1 100, 9'-4" CLG 101 1 00 00 1= 00 06 00 Ln! 1143 PANTRY Vm' (�4 S 9'-4" CLG /D- 0 '12 3 SHS 1-80 140 cy) L .. ...... .. .. TT1. 2020 FX 2020 FX 2020 FX 3052 SH TEMP EGRESS 8'- 0" H.H. 1-1138 - 0 H.H. 8'- 0" H.H. 8'- 0" H.H. 2'-8" 3'-6" 3'-4" 25-2" I i 25'-2" 6-0-- 12'-4 1/2" 5-3 1/2" 9-4- 59'-10" 70'-0" 1 st IEVEL FW 0 R PIA 1/4" = V-0" WHEN PRINTED ON 22N34" FLOOR PLAN KEY NOTES -M SHEET AOOO FOR GENERAL NOTES) E 0 100- PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 1 2 - DOUBLE WALL (22x4 U.N.O.) C) 0 103- 422"HIGH HALF WALL WITH CAP CN U-) 0 104 - DOOR HEIGHT DIFFERS 1: tlll:�:F- COMMUNITY/ N PEX P-L D R S P E C' -13) 00 r) 1 N- TFERIOR FLAT HEADER at 1'3U.I.O. il�,,EE PLANS rOR vMUTH) I c) Cll I !�ITERIOR ARCHED HEADER (from, T-4 to 8`1 cy) CL PLANS FOR E- 1 '51- Mat4-110"AFF,8HOWER GVJE 0. 1"; i Ci� i 8' e�/BO 0 c\1 PC-61110NED BELOVIJ NICHE co EXTENO,36" H COUNTER 16" OVER 2x6 WALL BELOW i-0 3E" HIGHIHANDRAli ILL. U LJOICR i.'3 1 3/8 MIN SOLID CORE R 4-10 IM";N; R F. R Lij T'C A C C E S S "S N C) T E- D true design studios (D PP kl:N ERAT"ED INFERIOR FLAT HEADER at 8-81' U.N.O. z (SEE PLANS FOR, WIDTH) 0 9000 REGENCY SQUARE BLVD. (D i--CESSED TILE SHO11VER - SIZE AS NOTED 0 SUITE 100, JACKSONVILLE, FL 32211 co 'I - TILE SHOWER WITH CIURB - SIZE AS NOTED 0 < 2 - VIKRELL BASE SHOWER - SIZE AS NOTED 6- I Lfb R.O. 5'0 c) D. G -o,�` R D E N T U B - SIZE 17E AS NOTED r- 12 b TE.'APERED C)'LASS SHOWER ENCLOSURE LLJ TEMPERED GI,A-1.;F., SHOWER ENCLOSURE ON 42" H 1/2 VVYAl-l- uV."'Lp Top U) SHO'*ER SEAT AT18"x18'x20-'* DRUMM' 12 8 - SHC),IVER BEND > '2 9 - LAUNDRY SINK 7. 60, C) - SINK LLI 11440 - O';!ERHEAD CABINET CL REEFRIGERATOR - OPTIONAL -c DI Sid"WASHER 14,43 - R ,NGE WITH MICRO HOOD U) 1 Z 4 - COOK TOP 0 '45 - DOUBLE OVEN z 1 -4 6 - VV' 'SHER - OPTIONAL UJ 147 - DRYER - OPTIONAL (D Uj 1:;C - INSTALL M EEC H PRO- THE C T! ON PER CODE w G-I ELUUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 0 0 LOUVERED DOOR C) --I AL Arty STAND (r) 164 - BOLLARD AS REQ PER BUILDING CODE I'nie - EX7ERIOR HEADER (FIE ELEVATION) --,'NTIIETIC, STONE VENEER z Li C/) (n W < W 0� z z Lu U) Z) M L LJ 0 U) W W W z < 0 (D > 0 < z W m Uj < LU W W W r- 0 T- j � X LL U- z o z 0 W 0 z 0 U- W Abbott Park L) 0 -i U) UL LOT 009-02 0 < W < z z (D co PROJECT NO: W 0 0 j 2020.004114 0 1-1- z 0 T- DRAWN DO W CHKD LID JAC co x W W 0- x < z W < z 0 LIj < z z 3: U) < :D 1211� 0 05-22-2020 0 W REVISIONS: W QNo. Description Date W (0 <-j >- 0 (D U) 0 -1 0 0z z T- 0 This item has been (L) electronically signed and LU sealed by Justin M Lanier PE on the date and/or time x stamp shown using a digital W Al 10 signature. CL )ocuSign Envelope ID. FC92AECD-24F5-4BB9-BDF9-534'ECE"FE3A.C:; 1 st LEVEL BRG 1 st LEVEL FFE 10�fin, � _L - RIG HT ELEV th) N 1/8" _ -0" WHEN PRIP% rl ROOF VENTILATION VENT', VENT PROP PROP Area HIGH L( # RATIO HIGH , LINEAL FT - LOW 2738 SF 657 in 4 144 576 160 1470.4 ROOFPIA 1/8' = . 0 d:`HEN PP!1 ® �\12 5 = ELEVA 110 N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 REAR19"A11ON 1/8" = 1'-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT (AFF) 8"x 16"'i 26__51----, 22 ------------------------------- 1-- 3068 w/ 3010 TRANSOM ABV FRO NT EIEVA MO N - 1/4" = 1'-0" WHEN PRINTED ON 22"x34" "ELEVAM- N KEY NOTES St s r:1cT AGCfj F 0R t ENr'E.RAL NOTES) E 2�W_ CONCRETE TI:-E R+:OP UNCLE !R00 Ak,`K0 OFF RI tksE VENT O O Lf MANCO ROOF VENT L0 -� 204 - N!E LLENNIUM ROOF VENT APEX 04 C? 220 - FC)UNDATION WALL. FINISH LINE W/STUCCO PARGE COAT OR O 221 - CEMENT PLASTER FINISH - OVER CONCRETE rn a MASONRY SHALL BE 112" THICK TEXTURED PER Q COMMUNITY SPECIFICATIONS SEE GENERAL NOTES AOOO FOR SPECIFICATIONS T 2.2-2 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS N 4HALL BE 718" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER � + W BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE J t S i7i FURRED OUT FROM BACKING FROM AN APPROVE J true design studios N METHOD IN ACCORDANCE WITH FBC R703.7 Z SEE GENERAL NOTES AOOO FOR SPECIFICATIONS O 223 - F!9f-i ER CEMENT IASIDING 24 FIBER CEMENT SHAKE SIDING Y 9000 REGENCY SQUARE BLVD. � 22 5 I_iBf=R CEMENT BOARD & BA iEN SIDING Q SUITE 100, JACKSONVILLE, FL 32211 tt6 SYNTHETICSTONE-tfE:NEER i < cn O :I27 - STONE LEDGE CD 2 21 8 - BRICK VENEER O cn 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN W cy cy y9 - 2" TRIM -SIZE AS siOTEC! � 011019ON' 70 O�'�t - CV €#AND - SIZE AS NOTED -1" PROJ U.N.O. CU �i CV BABE:? - SIZE. AS NOTED - Z' PROJ U.N.O. � � A 262.- 1"x TRIMS NOTED SIZE AS NTr�D J IN & � 263 D vORA 6 IVE Si kid Fi E c - SIZE AS NOTED 00 ;_;tL4 .- IDEEC 1RATIVE `JkA(KET - AS NOTED - OR EQUIVALENT LU DECORATIVE 1-OLIVER - SIZE AS NOTED � 266 - 4" DE.CC RA TIVE DRA! IN TI LES � C '5 42 " H 1GH i--,AILING IS PO)"ER COATED ALU M I N U M, AND � >;)LQR IS Df I ERMINED BY THE BUILDER'S SPECS U) >O L` E _IOR WALL. MOUNTED LIGHT FIXTURE. Z > € OF LIGHT 1-0 BE 6'-0" A_F.F. U.N.U. W W Iy O O O O ti u7 a z W Q_ W zW m LLJ o LU O W Q z o > o z W o w W W 0 W W o _IILL X z c— O z 0 Q 0 0 � a z O a_ U EL Q W 0 � ct�Abbott Park _j O U .J --- cn U- LOT 009-02 0 Q W I- U Z Z rn co 0 v PROJECT NO: W O 2020.004114 0 o w HEIGHT (AH v GRADE) BUILDING HEIGHT (AFF1 Z AlDRAWN - -- O 1; _ „ >;� U DO o LU CHKD. O LO x JAC co W 11 W J Q a U x - Q (n .\ U) m z 0 Q 1 st LEVEL BRG ,S z _ 9' - 4'' 0 ,r 6" W U) (D _ Q z - -- _ -- - 0 O 05-22-2020 0 —'r26('' 2" OVER 40" F— W (+1" pROJ) I — Si P TAP U REVISIONS: w Q No. Description Date - w - U) - Q 1 st LEV' FFE >I U _j O � I � IO This item has been U electronically signed and LU sealed by Justin M Lanier I — PE on the date and/or time X stamp shown using a digital W A200 signature. W Q )ocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-434 IECEPBAU INSULATION BAFFLE BETWEEN TRUSSES INSTALL-ED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE­ENG VVD TRUSSES (RE- STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 'X _lStLEVELTOB _rkVARIES '4--' (RE: ELEV) 2x6 FASCIA W/ ALUMINUM "X> it INSULATION PER CODE , NeX, m MINIMUM SAG RESISTANT VENTED SOFFIT INSTALLED X A>x, x "Ell 1� G GYP BRD PER IN PER MFR WRITTEN L NOTE: INSTALL PORTLAN'['; CEMENT BASE PLASTER ll`\. ACCORDANCE WITH ASTM 9216 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS INSULATION BAFFLE BETWEEN: TRUSSES INSTALLED PER MFR P _,CR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTERE- FLOOR PLAN (SH A! "I O/Al 20) FOR WINDOW SIZE. RE- WINDOW MFR SPECS FOR COL.11E COMPLIANCE AND INSTALLATION DATA TYP 0NE-S"FC')RY'%;'k1ALL SECTION A4 U SCALE: 1" = V-0" WRITTEN SPECS S, RE ARIE, FIBERGLASS SHINGLE R00FINO!,'D LEVATI(—N! INSTALLED PER MFR SPE.,S- 0%1/E1:-7 Ij/ F S I R E WD SHTHG OVER PRE-ENG WD F DO'F -'LAN) TRUSSES (RE- STRUCTURAL) - IstLEVELTOB -kVARIES ALUMINUM DRIP OVER ----------- - (RE: ELEV) 1x2 DRIP EDGE OVER x INSULATION PER CODE 2x6 FASCIA W/ ALUMINUM VJRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFiCA' IC-N!" NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 912fc. AND ASTM C 1063 NOTE: INSTALL ALL VINYL C\61 ACCESSORIES PER NIFR WRITTEN SPECIFICA-LIONS: %" THICK STUCCO FINISH TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT_ -- � "i MINIMUM SAG RESISTANT :EIIJNG GYP BRD PER 0' 3 R T A B 1 R 02 3. 0 BE AM CURED BNL O ;RE- STRUCTURAL) PRE CAST 1. LINTEL (R,E:- STRUCTURAL" NOTE- RE- FLOOR PLAN (SH A '10/'A 120" FOR WINDOW SIZE. -NV MFR SPECS FOR :_IODE COMPLIANCE AND INSTALLATION DATA 1,12' GYP BRD OVER ALUMINUM FOIL INSULATION VV11x2 TREATED FURRING STRIPS at 24" O.C. MAX GRADE (SLP AWAY FROIkP, STRUCTURE)(TYP ALL ISJC.E`--) 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" INSTALL VAPOR BARRIER iN AC.C,ORDANCE WITH ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) This item has een TYP ONW E-STORY ALL SEECTIOb N electronically signed and kA '�-CALE � 1 1 1 -dtby Justin M Lanier 0,,,' Oocn he date and/or time stamp shown using a digital signature. C: O 0 CD 0 N 0 0 O� 'IT APEX C) rn T_ C14 N CY) _j LL Ld _j z tds -6 0 true design studios Q) 9000 REGENCY SQUARE BLVD. c) SUITE 100, JACKSONVILLE, FL 32211 C) 0 U) cr, > 1HOMN' < Z) a W >_ C_ 0 z LLJ W 0 ?>> Lij CK C) C) C) ti 0) 0 z CO U) W U) z W U) M ct 10� W WW U) z 0 z W < 0 o 0 0 i LL1 LL W z 0 orf LL LLJ 0 0 x < 0 z � 0 0 j 0 U_ W < z 0 z it Uj 0 _j < 0 0 U) z :E PROJECT NO: 0 0 LU < X DRAWN. Uj DVO 0 0- U) < CHKD Uj TSD 0 U- 0 >_ 1-0 00 .1 C) 0 u') U) 0 LU 0 < U) < U) z (D (n z :D 0 0 LL U) < 0 z 3: REVISIONS: < (D X 0 No. Description Date 0 0 U)Uj z Uj Uj Uj _j x Uj F- 0 z A400 0 0 1 )ocuSign Envelope ID: FC92AECD-24F5-46139-BDF � - 1�C WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT i- SHINGLE ROOFING )OF 'ENT -L" FLASHING SCALE: N.T.S. O 1 FOLD INWARD at PT A O 1. FOLD INWARD at PT. A 2. CREASE at PT. B ® FOLD FOLD at 45 ®1. FOLD INWARD at PT. A 2. CREASE at PT B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM SHINGLE ROOFING DRIP EDGEOVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® FOLD at 77' -IT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED =T5x5 WALL FLASHING \ g„ MpN Z 01 KICK -OUT FLASHING (SEE DETAIL) WATER TIGHT SEAL (BEND OR SOLDER, FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS; BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION O � � SCALE: N.T.S. CUT OFENiNG IN APPROVFG HQUScVI?R,;P FOR BOX INS 1 AL� ,�' iON - i WRB LAYER >#1 S' U('( WRAP i P WOOD SHE:ATHII\: APPRO✓fL HJ,r'Sr BELOW CUT SUC! 1 DiA, !:.) MEMBRAidL, t iNI ! BOX, APPLY TO : =,.(,E I EDGE j STEP #13 APPL)' E-Z BEAD - �— - OVER , 0 MIN GRADE , 'D' FELT PROVIDE SEALANT AT H•_!_ J.)INIS AND INTERSEC •U i s=1 � �= 0 ELECTRICAL RE��EPTACL E i i I i �7+ l/ 1-' 2x SUB-BANDvW/1/2"X? NOTCH @ END, WRAPPED IN PEEL & •,�, STICK i' DRIP EDGE ------------ 7ia" TEXTURED FINISH @ WOODi�a "'TEXTURED / 1/$„ FINISH @ CMU METAL FASCIA WRAP �,,�" FROM \ / f ,., STUCCOI, FROM WOOD WALL 1/ EXTERIOR WALL JFRAME OR CMU) \ NOTE: NOTCH FOR 2x6 SUB - ROOT K, _ K O!_'T � BAND ONLY REMO`✓tTDfR -"T'• ROOF •'�f_; ;'i FR NG �I^vG IRB LAYER #2, ` _)=TiFIBE F3!-DG P,:..PER 8" i STEP STEP #4 SELF - ADHERING MEMBRANE FLASHING i ELASTOMERiC COAi ING OVER STUCCO! C V FINISH (SEE TYP > r? ) VvALI SECTION) METAL LATH "I r 1. �. z-T�v3/I STEP#, S ;ALE.: N.T.S. /l FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN " +• r" BGVE BOTTOM OF DRIP EDiiE -2-. SLIB B!,ND'ur'd'1.2"X, r.;.O END VVRA PEi) IN FEEL & STiil"K ROOF r EMIEiV7 ;CJ ROOF EDGE OMITTED FOR (,LAf{fI'Y C1 r, -' - y- - n i DRIP EL I :: C Li 77_777'7,7-;r_'77-;--7-- - - (NOT !r, 0 PLA"" I 2.6 NOTCF c F`,i: -, / { �� ^ t:VALL KIC C-0UT FLASHING IN PEE'_ S;,'_K I` FELT PAPER OELEVATION METAL I:ASC, `= = ,; DRIP EDGE WRAP 1 OFi C� "%� �� (REFERENCE POINT ONLY FOR WOOD VJALI_ WALL OFF SET Or COMPONENTS SUB-BANL 2 PRE ENG'D TRUSS TO BE CUT @ META!-- F LA541IN1-. WRAPPED MIN WALL INLET TO AVOID CONTACT AL?Ov� ht TCF, DRIP P DGE W/ TEXTURED FINISH 2x SUB -BAND W!112"x? NOTH lw END, _+ -- !-.XT_; FINISH C - o) WOOI: ,- WRAPPED IN PEEL & S FIC:K 2"x4"x4'-0" SCABBED TO TRUSS W/12d 1' NAILS 6"-8" O.C. MAX „ 'ROOF CEMENT (ci ROOF METAL FASCIA . PAP .` EDGE OMITTED FOR CLARITY 2x SUB -BAND W/1 12"x4" NOTCH @END a r, �'\F' (ig BAND {]FTA IL ta'� WALLV1// KICK -OUT i l FORT !FIE - BUILDING , ,, i METAL WRAP FASCIA 2x6 SUB BAND DRIP EDGE DRiP EXTERIOR WALL , 1 PDaN B MF-'A.L KIC:r. 0U (FRAME OR CMU) _-_- - SUB BAND DETAIL @ WALL This item has been electronically signed and sealed by Justin IVI Lanier _Pon the date and/or time SALE: N'.T.Sstamp shown using a digital signature. 0 O 0 O LID CV r;, O APEX 4 c:) U X O � CV �? CV ?l, M J LL W J - J -� Z Q 'O �/ truedesignB design studios j / Y U 9000 REGENCY SQUARE BLVD. 00 SUITE 100, JACKSONVILLE, FL 32211 c ui O W , zi :D N U) C= a Q in J 0oft#H0ff0N*Uj O Q Ucl U Z W W O O O d7 f� LO Z U) W z W U 00 00 r1/ w W W Z Z W Q O g III- W W o ry < w a O U X Q � 0 Z O 0 LL W Q Z U Z a LL > W O -- J Q J O U Z PROJECT NO: U 0 W � ~ Z WDRAWN: lr1 DVO CL U) Q CHKD: W Q TSD LL Q m � LO W (n W O J U W �E W Z C Cf) Z O Q LL Q Z REVISIONS: Q 0 Z W H W 0' 12 LL F- W J Q d L Q A500 z C JocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-534' E EBBrCO _ V 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS i— FLANGE CASING BEAD CASING BEAD at WN SCALE N T.S ( 1 p. III x 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN x MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH o C0I<,' R )L JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED x CASING BEAD (AM66-ANGLED-1250) X x V) Z 0 0 }_; U Uj w rLDW Uj >_� Q VINYL CASING \ BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAI E-1) BAND at BLOCK SCALE: N.T.S. PRE -SHAPED STUCCO BAND Ti- W/ SLP TOP INSTALLED PER F.IRR,i t F MFR WRITTEN SPECS (RE: ar';Mi ELEV) I' SELF ADHESIVE -OR- FLUID / APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD >1 INSTALLED PER MFR WRITTEN SPECS (TYP) 4a" BACKER ROD W/ SEALANT O' EXTERIOR W N C V HEAD at CMU SCALE: 11/2" = 1'-0" PRE -FORMED CONTROL (/ 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE -_- d FLASHING CENTERED UNDER CONTROL JOINT (CLEAN -✓� MASONRY BEFORE APPLYING) \ I \ I � I T I j Ili i CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 112" CORNER BEAD (FASTENER & -- SPACING at 7"O.C.) yl� i I CMU - I 1%2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY A__; - SPECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. v CMU WALL W/ STUCCO FINISH (RE: STRUCTURAL) ;," GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED I _ W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS RE: ELEV at CMU WALL (TYP), WOOD BLOCKIN".! r SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT I WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED-- INSTALLED PER MFR WRITTEN SPECS (TYP) —V Via" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 112" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING d / FLASHING ILI GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL `I �," BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD GYP BIRD OVER INSTALLED PER MFR 1x2 TREATED WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ TYP at CMU WALL (TYP) ?e" STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 1/2" = 1'-0" ELECTRIC METER F! ; . r C `, T 10N FIELD VERIFY LOCATION l ------ y > r TUC G —� a COS A _.k T.^H D ,} i.AfArwON �4 t PAIN ; `'R!`)R TO i(,ISTAL UN E 'C T RIC / - CAVITY TO BE FILLED ,NI T H RIGID POLYMERIC t i ISC)CYANOTE-POLYBLEN ("GREAT STUFF" OR FOAM SIM!LAR) - ---- -- - -- ----, _. _ / -�--- ----�- APPLY A SILICON BASE V� i SEALANT AT POINT THAT SEALANT 1 ELEC WIRE PENETRATES I I PROVIDE STUCCO AREA TO RECEIVE STUCCO SCRATCH COS T & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. FiBERCEMEN t -OR- VINYL LAP S ilDi ING OV'R ,-,PPROVED -Ai LED PER AI INC ', . F:R ;-" I�'Ic.C.:; `,;°: h :vt.il7c S+'E_C!%iCr� I EC%N r T�iN�( UT 4 F v!SL° -, <,' cF _%. , ; ?v:',.u?:. j L `,i v F. WD SHEATHING STRUCT) J (RE: —t-1TL DRIP I_ASHINGIAI/ r HEMIVIE!," EDGE SE, IN CONT 8 _ _ Nk, r'EA1' O! SEALANT `--- TRIMI ; �,_. ELEVATION) EX i EiND 12" SELF ;ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT - - ' � r JP ADHESIVE. BEAD OF SE-ALANT \ - C L E iA;;GNRY �- I .11 L . •F'PL` �,., - - - VINYL FLANGE CASING BEAD 1---- IN PER STALLED MFR __ 1lI i j C C SH v bVRITTEN SPECS (TYP) UX I uRED PER,'\,IMUNITY SPEC! CA,TiON S �!� U2' (MIN) STUCCO FINISH TEXTURED PER COMMUNITY � n C SPECIFCATIONS S T U C ,0 SIDING HORIZ(DNTAL M.ATERIA -` ITION (FRAME TO BLOCK) -�- /A X;. 12" GYP BIRD OVER >1 1x2 TREATED _ _ _ '' - x!l FURRING STRIPS at CMU WALL (TYP) ' PT 1 x4 \ ,= PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR 7C DOOR HEAD at CM U SCALE: N.T.S Xa '�_- C 11 1 lAfAL L 0V K 10' (MIN) STUCCO FINISH a AGE: STRUCTURAL) Cr1NTIFJ000S BEAD Or SEALANT i SEELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN i IASONRY BEFORE i opl I -- )uIE_YAL W0R FRAME t Ri(,R EXTERIOR .11 O JAMB B at CMU This item has been a _. electronically signed and - - - - - - — - -- — ------ — Lanier SCALE'l 'the QM@'And/or time sta shown using a digital signature. O 0, O u N Un O' 4 APEX 0 U � N N N M J LL i W � _c J _c J Z tds O true design studios Y U 9000 REGENCY SQUARE BLVD. (D o SUITE 100, JACKSONVILLE, FL 32211 c O 6 0 W F_ D W J u KlffuffON (D 00 Uj �e rr° 0 U W j iD W of O O O O ti u7 I- U) W W r^ V Z_ W � m1..1.. N W W W Z (i, -w I Z w Q O W o LL O nW LL. H LL Q WW n W O U X - Q- z O O LL 0 Q lW__ Z U >- 0 LL W O J O -- d U Z PROJECT NO: U 0 W W ~ � Q Z IX DRAWN: DVO rn V w Q :HKD: TSD LU LL O >- m o O z O W J Q W U Q Z (D U) Z O U- Z cn REVISIONS: 6 J O W H W I I I n� �� a.�.�Q�i I el�r � �* n �!� �� i ii � I � I�' a ��I I i I I f I � leywl I t a�'� •• I ■ �911''fl I DocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-534 CEBBACO ELECTRICAL LOAD CALCULATIONS ELECTRICAL LEGEND I PJypw�iV PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A SERVICE: 120/240V, 10-3W MOUNTING: SURFACE DESCRIPTION LOAD TYPE PODS BRK CIRCUIT IV©, PHASE CIRCUIT NO. ' BRK POLESi3ESCRIPTIUN I..0AD TYPE ' b".EATER HEATER - �— F ---- 2 — --- 30 1 A 2 20 1 R APPLIANCE GFI 3 B 4 20 1 R APPLIANCE GFI 30 5 A 6 20 1 L,R GREAT ROOM SYS. 1 CONDENSING UNIT ---- -- M - 2 7 B 8 20 1 L,R DINING SYS. 1 AHU Ri 2 20 9 A 10 20 1 L,R BED 2 11 B 12 20 1 L,R BED 3 ----- -------- DRYER F 2 � 30 - 13 A 14 20 i 1 L,R BED 4 15 B 16 20 1 L,R OWNERS - - - - RAPd� - ^- E F C',,EN _ -- REFRIGERATOR �- F - 2 - 1 40 20 17 A 18 20 1 L,R GARAGE/EXTERIOR 19 21 B A - 20 22 20 20 1 1 - - SPARE SPARE GARAGE DOOR 0PE "YER F 1 1 20 23 B 24 20 1 SPARE D1SHWA HER.-D15POSAL F 1 20 25 A 26 20 1 - SPARE MICRO`d'WA'VEiHOOD - - LAUNDRY - -� F R-- 1 1 20 27 B 28 20 1 - SPARE 20 29 A 30 20 1 - SPARE 1st I"ELELWUUCALP1AN 1/4" = V-0" WHEN PRINTED ON 22"x34" CONNECTED Dr�NtANU r N�-L L�: A LOAD DESCRIPTION Li3JaD WA) r Irk CTC'P ; /i-A GENERAL LIGHTING (3 VA,FT2) C, SMALL APPLIANCE SMALL APPLIANCE LAUNDRY CIRCUIT -- — - _ DISHWASHER - _-- - WASTE DISPOSAL WATER HEATER 1 OVEN/RANGE MICROWAVE/HOOD GARAGE DOOR OPENER DRYER GENERAL LOAD GENERAL LOAD 1 I i i HEATING/AC (25 TONS + 3 kW) TOTALS 4.3,740 23159 j 120/240VSERVICE/FEEDER LOAD (A) 117 i MAIN BREAKER (A) 200 I S'N LE POL1 Skr,,'ITCH ! DOOR BELL BUTTON i W."O S'd\1I1'CH CHIME DOOR BELL CHIME I GARAGE DOOR l BUTTON Ci!",�h,�c GARAGE DOOR -- J OPENER 'y 220 VOLT OUTLET ! j GFCI DUPLEX OUTLET - ! i D�jP�E_X OUTL E-I - ' - - -- CEILING OUTLET i ( CLG �� .- ' �C DUPLEX C i LET i �R FLOOR OUTLET i OKE DETECTOR 1 JUNCTION BOX 3 J: CARBON MONOXIDE TCARBON MONOXIDE & -' DETECTOR I SMOKE DETECTOR T - - ! TELEVISION OUTLET � �' � NETWORK OUTLET rAl `i SERVICE PANEL p TELEPHONE OUTLET SER ACE METER © GARBAGE DISPOSAL i {` va_I_ /iGUNT LIGHT SINGLE SCONCE `.' FLO::,D LIGHT I ,G DOUBLE SCONCE STIR'P LIGHT I STAIR LIGHT FAN & ' IGH I VENT TO '-X BATH FAN - VENT TO EXT - CL0 t_T CASTER UNDER CABINET LIGHT i PULL CHAIN LIGHT i I; I KEYLESS LIGHT i `iI MOUNT LIGHT I- IANGING j HANGING LIGHT - --- iW NC, �'ENDANi i � I MINIATURE PUCK 1 Lim I I ! I�N! LIGHT E, FLUSH MOUNT RECESSED EYEBALL �C LIGHT ��� LIGHT - I"LUORESCENT LIGH-T FLUORESCENT LIGHT PEC'TANGULA.R FR ROUND PRE -WIRE FOR i CEILING FAN CLG FAN ROUGH -IN PRE -WIRE FOR LIG ! CLG FAN w/ } CEILING FAN . LIGHT ROUGH -IN This item has been electronically signed and sealed by Justin M Lanier PE on the date and/or time stamp shown using a digital signature. o,l O O 0' � 0 APEX N 0 co M N' � ti3 N N co J Cx LL', W tds J � true design studios z O Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 co 0'. O o � W a H 11HOMON' O �. J r 4- � r Cn Ito Q Q Cl � U z W W O O O 0) u7 ti o Q U) z W V) W 0. W J z w m LLJ O U) W W Q W z < O > Q W m w o 0 w 2 w w ti O �' �/ a ILLL� z O z F- O o- W I- 12- ry z O a U � Q W Abbott Park Q O U I (n U_ LOT 009-02 a Q W z z c� W O PROJECT NO: W j 2020.004114 O U_ DRAWN O U DO 0 WCHKD: LO I-- JAC x W W � U Q 0o z 0 z O W U) 5 (D Q z z 3: cn Q O 05-22-2020 p I= W U REVISIONS: Uj U Q No. Description Date W U) Q (D u O z z = O U W x El 00 W n. Q )ocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9 r 34 AC DESIGN CRITERIA AND LOAD - Building Code Florida Building and Residential Codes 6' Ecitlon 20 Code for Desiqn Loads ANSI/ASCE 7 ROOF LOADING'......... .. C, 1 2`_ TOP CHORD LIVE LOAD _. 20 PSF TOP CHORD DEAD LOAD.... .. 7 PSF : ILL BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE 20 PSF ATTICS WITHOUT STORAGE 10 PSF I NON-CijNt K BOTTOM CHORD DEAD LOAD - PSF WIND LOADING........ ................... _ . C 1 6 ASCE 7-10, 3S GUST ....... ... 139 MPI ! BASIC WIND SPEED EXPOSURE CATEGORY....._ - C BUILDING CATEGORY...... - II ENCLOSURE CLASSIFICATION ENCLOSEL INTERNAL PRESSURE COEFF.. 0 18 C&C DESIGN PRESSURES- - ,SEE T ABLL FLOOR LOADING........ .... ... C, = 1 'K, TOP CHORD LIVE LOAD .... 40 PSF TOP CHORD DEAD LOAD... - 10 PSF BOTTOM CHORD LIVE LOAD- 0 PSF BOTTOM CHORD DEAD LOAD PSF SPECIAL FLOOR (GAME ROOM) 1_OADIN1 TOP CHORD LIVE LOAD..... TOP CHORD DEAD LOAD.... BOTTOM CHORD LIVE LOAD BOTTOM CHORD DEAD LOAD t" F MAXIMUM FLOOR TRUSS SPACING _ DEFLECTION CRITERIA L :.; ROOF TRUSSES ................ L ' 1 L M,{h LL ,s: L OPEN WEB FLOOR TRUSSES LLB 8 TL _4C WOOD I JOISTS ...................... . TL MAX LL s6C: BEAMS' .................. ........ - TL 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERII `t ABOVE SHALL NOT EXCEED Y:" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSUR.E�1. WINDOWS AND DOORS EFFECTIVE ZONE DE SIGNAT ION WIND AREA IZ - Interior Zone (psf_L EZ En,, I 0-20 ft2 +28.54 )10 9(- +27 17 +25,52 9 +24.25 -26 6- 2,' > +25 +24 . 21 - 50 ft2 51 100 ft2 101 - 200 ft2 _- VINYL SOFFIT MAX PRESSURE, psf)- +2r', . - GARAGE DOOR PRESSURE - +2-_ - END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKL N AS THE 1ST 4.0' PER FIGURE R301 2 (7 1STF 0R 4.0 FT (TYP) LND Z -L)E-S1c TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS vnTGc 'z e 0 O STUCCO AND DIRECTLY MIN 15/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (% " 24/16 ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON 6" O C AT PANEL EDGES. 12" O.0 IN THE ^ I- N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. XQW w w � JcO z ALL OTHER VENEER MIN %s " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL J J (NOTE 8) W/ 8d COMMON: 6" O.0 EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) TILE ROOF MIN 1%2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Y 0 J z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS. 4" O.0 AT PANEL EDGES AND ' = I,J 8" O.C. IN THE FIELD O w O z SHINGLE AND METAL ROOF MIN'/5' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 c=i> - (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2Y32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O C. IN THE (NOTE 5) FIELD. MIN Ys" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d TORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES, 12" O C. IN THE FIELD OR MIN %" EXTERIOR GYPSUM CEILING BOARD FASTEN w/ 5d x 1 %" COOLER NAIL OR NO 6 x 1 %4" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES 1 FOR SHEATHING THICKNESS GREATER THAN 's/32" CATEGORY (32/16 SPAN RATING). USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2 COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3 ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED'JIJOOD STRUCTURAL PANEL. 4 ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. `1-,2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD . SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE �116" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL n SPECIFICATIONS. INCLUDES FULL AND PART IAL HEIGHT VENEER APPLICATIONS. PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY 5 AND INSTALLATION REQUIREMENTS ALLOW, 1/32 APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" 8d RINGSHANK 0.113" 2 Y8" 10d x 1-'/2" 0.148" 1-'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-'/4" 16d COMMON 0.162" 3-'/2" PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES 2 COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1 SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3 WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4 THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4 CONCRETE AND FOUNDATION NOTES 1 CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2.500 PSI AT 28 DAYS (UNO) 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (ONO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5 FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6 MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7 EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS 8 CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 9 STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. -- 1� ROOF ORI F ooNEERED R TRUSSES FABRICATED OSSES C�cACHIEVE EIRO OOF PSTSLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 2 TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING. BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 3 THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN .AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 4 TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5 I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2, 3, 4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)%X 1 '/2" SIDS SCREWS (8)%" x 1'/2' WS15-GC DTT2Z IN STUD''Y2" 0 X 4'Y2" WOOD SCREWS IN STUD (NOTE 2) EMBED EPDXY OR DTB-TZ 1/20 x 4'/2" EMBED EPDXY SCREW ANCHOR OR SCREW ANCHOR (18)0.162"x2'/2"IN (18)0.162"x2'/2"IN HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (NOTE 2) %" 0 x 6" EMBED ANCHOR HTT45 0 x 6" EMBED ANCHOR IN CONCRETE IN CONCRETE (26)0.162"x2'/2"IN (26)0.162"x2'/2"IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (NOTE 2) �8" 0 x 6" EMBED ANCHOR HTT45 48" 0 x 6" EMBED ANCHOR IN CONCRETE IN CONCRETE (20)%" x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP' " 0 x 12" EMBED a 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE ANCHOR IN CONCRETE (7) 10d x 1 '/2" IN TRUSS (7) 10d x 1 '/2" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN GROUTED BLOCK WALL GROUTED BLOCK WALL (8) 10d x 1 %" IN TRUSS (9) 10d x 1 %" IN TRUSS META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN GROUTED BLOCK WALL GROUTED BLOCK WALL ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS (NOTE 6) 48" 0 x 7" EMBED EPDXY %" 0 x 7" EMBED EPDXY (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 %" 0 x 7" EMBED EPDXY PAU66 %s 0 x 7" EMBED EPDXY NOTE 6 ( T A 12" EMBED A GARAGE ( 12" EMBED AT GARAGE DOOR RETURNS) DOOR RETURNS) (14) 16d COMMON IN HD� 8, (14) 16d COMMON IN HUCC488, HEADER HEADER HU HUC28-2 (6) 10d COMMON IN BEAM HD28-2 HD28-21F (6) 10d COMMON IN BEAM HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN HUC210-2 BEAM HD210-21F BEAM (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (4)'W' x 1 '/2" SIDS SCREW (4)'/4" x 1'/2" WS15 SCREWS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SIDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE (4) SDS''/4" x 1 '/2' SCREWS (4)'/4" x 1'/2" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) %" x V/4" WEDGE BOLT (4) W' x 2'/<" TITEN SCREWS IN MASONRY OR EQUIVALENT IN MASONRY SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS 1 (9) 10d COMMON (9) 10d CS18 EACH END CS20 COMMON EACH END MTS12 (7) 10d x 1 ''/2" MTW12 (7) 10d x 1 EACH END EACH END 1 MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON EACH END EACH END MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON EACH END EACH END (7) 10d COMMON IN (7) 10d COMMON IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING (4) %" x 2 ''/4" TITEN (5) '/a" x 2 '/.t" TAPCON IN SCREWS IN MASONRY MASONRY (11)10dx1'Y2"IN (.11)10dx1'.' IN 1 HTS20 TRUSS/RAFTER HTW20 TRUSS/RAF ER (11) 10d x 1 %." IN (11) 10d x 1 '.- IN STUD STUD (12) 10d x 1 '/1" IN (8) 10d x 11/," IN HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTF f (12) 10d x 1 1/2" IN (4) %" x 3" WEDGE L STUD OR EQUIVALENT I} (5) 8d x 1'/2" IN (5) 8d x 1 1 12i v H2.5T/ TRUSS RT7/ TRUSS HA8 ,„ 5 8dx1/2 IN ( ) RT7AT ,., 5 cd x 1 / I'J TOP PLATE TOP PLATE (5) 10d x 1'/2" IN (5) 10d x 1 % ' N TRUSS TRUSS H8 (5) 10d x 1'/2" IN RTBA (5) 10d x 1 % IN TOP PLATE TOP PLATE (16) 10d COMMON O TRUSS/RAFTER TRUSS/RAF1 E f . LGT2 (7) �%" x 2 '/<" TITEN LUGT2 (5) O" x 3" WEDGE GC,LT SCREWS IN MASONRY OR EQUIVALE!dl (26) 16d SINKER (28) 16d SINKER IN 'v, J-L LGT3 IN WALL FRAMING LUGT3 FRAMING (12) SDS 'W' x 2 %2" (12) WS25 '/," x IN TRUSS IN TRUSS SDWC14500, SDWC15600 NO USP EQUIVALENT NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED AL I E RNF, _.S. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2'/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES '/4" 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 '/4" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". T VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET 9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. rn �} CI C OR SH-L. `dlc.r+fJ ! I,i?T Ei i HFR OPTION PROVIDED iS AN EQUAL ALTt fa.4r1 LI .�ti1ION SHOWN N. UIvLL , v. 5­_ PLAN OR Lac 1-Al a t? EACH VIi'tl' C) PEX Ofr O g) . IP.'.'_' ; i F_NJ1f;If1,IF_E RED L UMBER /., W DI . UNO c ) Try ._ Pi 3'" BEAM) I CTf it .F0 I P1Es P. 1 '' l� tl,F T_ coLADE LIJ - -J Q tds 1;JI r,L;C: TOR:; REQUIRED. MitN(h,1U(vi J � a;. c ; LINO UN FRAMING PLAN OR � truedesign studios > Z > O Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 6 - - - .":.L'I- , W_4 TOP PLATE -TO STUDS U ZS i-ice r'r ,Sc, QTI' ,C - D GRADE, UN0. W - _-UCA I ,ON OF THE STUD COLUMN (A 11HOMON" a) - ;n- "IF CONNECTION 3 -- 1N 0Lr_.DOVJN REQUIRED AT BASE OF COLUMN +''• I 10 y S" --'APP(NG REQUIREFROM 2ND LEVEL J C�_ I ,tN S r-.,LL S'I UDS!HEADER/BEAM. m L �I,.L:; rsCi 10M PLATE ANCHOR WITHIN 3" OF STUD COLUMN W t•:r ., , ING oTUDS TO BOTTOM PLATE � •-..: HFZ, DE E PPING KYNOTE � NU! !FIFR . S-i R/;P :;t_)NNECTING HEADER TO JACK STUD U) P. --- --- - TYPE HEADER TO JACK STUD U W )I DrjO NN! REQUIRIEDAT BASE OP � I'D ;ROUP Ur = Tl ID P I n . P}„N'. ^E' I;'I .. ! .<:?I`.4 2\� rVEL `' I'D W L...'ra[ AD'ER/BEAT 1. .7F KING! 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W' LILI N " _"F t_RS -.' .ii,' :;E: NAILS 0 i- i} -.1?E_ SP_CI' IF L r'•�'r� 11r r, i�!i� R OF RECORD. _Z :_'ti "`N r f, 'N !) `D '% it i0 KING STUD AND (1) SD'J`JC15450 KING STUD TO BOTTOM PLATE , C N R.E _i)!REJ NIN'.� vU CONNECTION RE^L IRED FOR OPENINGS AT FIRST a ! , F: , . ;EN . , 2; 4; - '3TE!,J !S A}30VE `-� U_ Jr:4 lr!' ivt )L _IHE: FOLt.OINING )JCj COt•INEC T ION REQUIRED FOR W NLnU,NC�--:SS 7' F1 It A)FiIS WHEN A i IL7 L [ t FLOOR et/ cl O SYSTEM IS _ ABOVE: TIO!_�T -<MAX. Abbott Pk � iRE S '.. H IS t14; 4d x " (CR EQUAL APPROVED BY EOR)- Q - -- LOT 009-02 - ILLI - r r, J`_.:.., la{r•.'Y 61- FRAMED A` 24. O.C. i- U Q PROJECT NO W ,E _I IN ALL URILL ED AND EPDXIED ANCHOR APPLICATIONS . 2020.004114 [` L , -c I.N C . ,ING S-TEr--L MAY BE LMBEDDED TO THE SPECIFIED DEPTH, IN 0 u- 6 1c. T'D 1/6` GREATER THAN SPECIFIED ANCHOR DIAMETER). Z 0 h CR_ E AND WOOD BOTTOM PLATE. MANUFACTURER'S = DRAWN }. t'r� J ' F' T 51 D O -0 INSTALLATION. U p F v DED FOR DRY USE CNI Y. UNO. ALL WATERPROOFING AND FIRE SAFET' CHKD: R1'.0 T OR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. x EAF U) J _ ,N Ar,i_ IN /,DUiTION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W W J t !� r- PRO :DED BY TRUSS MANUFACTURER. Q Q ` ''�R dF ='S TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X � R �\ ALL OIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q ♦♦�,,-t,N %I1 ;' n, C 17 -r ( F i "J I Ir_ADER .IACKd�!NG STUD GROUPS) %♦♦ 5 ' V� �I c% AL L f:ITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. ♦♦ , •."-G E N S •.•� �j� 0 At 5 :4F F PI -A TES WITH (3)8d }01- NAILS>Z I I TI t E 5'rt SOLID IU S T UD GROUP Bt_LC`•:V MA i CHING GIRDER OR BEAM N O 85166 00 \` NC TF.D ON 6 -RUCTURAL PLAN. UNO. Z Q _ `i� ITCH,-IED 1/VITH OSB CR PCAPVOCD .�i /� •^.'-DocuSigned by: O r A4frCD4r...W �i jjj cn 0 z v) -�S ♦ Q W U REVISIONS: Q No. Description Date W (n J Q � U O � � O O z z 0 This item has been 0 I] eiectronical!y signed and W sealed by Justin M Lanier F- PE on the date and/or time x stamp shown using a digital W ST=1 signature. Q_ ,it; l' ;E T 16. GGNNU3TOR ENGINEERING )ocuSign Envelope ID. FC92AECD-24F5-4BB9-BDF9-534 ECEBBACG 2020 V1.0 C9 M N 0 161 �I - - - - - - - - - - - - - - - - - - - I - - - - - v Y" T-2.D 70'-0" 5 I SIM 9" CURB T-2.D/ -- o I I I I M' I -6" VERIFY AC COND o LOCATION W/ SITE PLAN o 29'-6" 5 0 14'-0" — I 1 I - - -- - - 4'-7 1/2" 4'-6" 2'-1 , 11'-5" - - - - - 2'-4 1/2" I ; I i I 4 ■ ---I- T-2.D I i - I 4 I 5 T-2.D T-2.D v �I C_. L _ I _ 4 - - - - - - - - - - — i rt ____(I ■ ■ ■ T-2.D �. I 601 I 4 5 TD T T -2.D rfI . .� ■ I - I! IC)0 of i' L— ------ --- --, --l-f OPT 6 -- -- -- T-2.D-4' ILU Of1 .. I q I T-2.D -I -- ■ --- ■I -'y I. L—-- - - - - -- v- - -- i I — -L - 6 OPT 0,�- - I ■I ■ T-2.D ■. 15'-112'-6" �r C14 B _j ■ I &T-2D r `i -- �--- -f I I I I I _ N I wl 1 I I ■I I T-2.D 5,i J - - - 14'-3" I _ Lzt I - ----- ----- - - - - -- ---- - - - - -- -- - -- - - - -�- --------- - - - - -- Nr------- ------ 8'-0" , 59'-10" 0" - 70'-0" FIOUN IAA 11®N _' N 4" = 1 -0" WHEN PRINTED ON 22"x34" GONCRZLTE SLAU ON GRADE SHALL BE MINIMUM 3 1/2 FHICK AND p Cr HAVE MINIM' IiM 2`8 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. N A p • SUM AND SAVE FILL SUPPORTING SLABS CI GRADE iS �� ASSL hAED TO HAVE ,A MINIMUM BEARING CAPACITY OF 2,000 psf. AND C SHALL BE FREE Or ORGANIC MATERIAL AND COHESIVE SOILS. N � COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED pp g) PRO, -TOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CON. RrhCTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. I CD IF C i3N TRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0') L i5 NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY. CONTACT F_OR UE:ITIOWAL FOUNDATION WORK MAY BE REQUIRED + SiGLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB? 'N `;URDANC!_ 4"JiTH THE BUILDING CODE. CONSULT N i;'W'IFIiT' C-FURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M + MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _ !NTFf?C'IANGE.ABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL U_I ^!; #•--. BAR IS RECOMMENDED TO BE INSTALLED AT ALL _j t S RE.* NJTR, ,NT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON -U studios are desa) SHEET S, -2D. L:k r� r ip Z O - - -- - — cn F0l�jNDA_1r1 N KEYNO I ES: DC1 U 9000REGENCYSQUAREBLVD. � Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 -t3 3"x8" SEEP THICKENED - 12" DEEP FTG (UNDER BOX o 41- 'EDGE• wi (1 ) 44 CONT .i C0LUh/lNI FTG TO BE P R 0 J ECTE D M i N 6" AS S H OWN W EEP FTG 24"SOx20° DEEP FTG G � _ w! (3`, #4 EWOUTNl .1 Cn >>EFP FTG 36"SOx20' DEEP FTG \ `4) #-'4 E"W I_ f•. , w/ (4,1 #4 E` V Jo`�e `���a�a � c � \ 43' SOx24" DEcP FTG #5 VERTICAL DOWEL TYP W '00 w; i5) #µ EA,. t &B AS SHOWN, SEE MASONRY NOTES ON ST 1 " rI AB EXTENSION -',T 4 L'LL ROUGH C/) � C,P :iJI1NG WIDTH Z W W 01-1 O O DR HOR ION DOE', ALLOW FIEF-RMESH AS AN � ALTERNATIVE TO VANF AS SPECIFIED IN THIS PLAN SET>= O BORP C %`,r t OR i i i IFR II< HGRTGN APPROVED WOOD DESTROYING Z ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT U) Uj I'vIANUFACTURER AND DR HORTON- 0 - - - — W L.L z -� z w m LLj O cry 0�_ QW W Z Q 0 O Q z W W o W � J W 0 W r` i x z Z O z O � W a_ Z cr� Of O a- C) LL Q W � J Abbott Park O CU Q LOT 009-02 0 I— Z Z 7 PROJECT NO W O —I 2020.004114 O 1L z DRAWN: O = DO U \ CHKD: EAF U) J\ W W IZ J x 5,q� Q ti• G E N So-. Uj oft No 85166 Q 1 / ZI DocuSigned by: : 7c '�' elf r IJ 3 qti STAB` ff' 6r 0 OR •: \ ' � �� S .. • • ww\\ t.. SFr✓ U REVISIONS: LL 7 < No. Description Date Ir- (� J _ Q >- U O - to SAM �...._ - o --- - O =L IO This item has been () electronically signed and L1J sealed by Justin M Lanier I-_ PE on the date and/or time x stamp shown using a digital W ST=2 signature. n ,t 1_ 1 CONNECTOR ENGINEERING t JocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-_ 3a CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 1 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH (MAX 20" -- -�- DEEP) 4" EXTENSION UNDER BRICK VENEER I 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL (6(� rj BEARING CURB STEP SECTION f� CONCRETE SLAB W/ -- 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB VAPOR BARRIER #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM - UNDISTURBED SOIL VERTICAL REINFORCEMENT - TO HAVE 6" BEND AT BOTTOM CAST -IN -PLACE FOOTING SPECS - 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CON", EJ w = tk�i I v) 0 =1 Q O LU C=1 WiW u U) Q ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON END PLAN STEMWALL SECTION N 2 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. -- U-0" A.F.F. -� (BEYOND) FLOATING CONCRETE w - SLAB W/ 6x6 W1.4xW1.4 1 Q WWF OR FIBERMESH \ >— #4 OR #5 VERT REINFORCING - UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. NO FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT U-BLOCK W/ (1)#4OR#5 J Q CONT W w cf) FINISH O GRADE Lo o j o ADDITIONAL #4 OR #5 IN BRICK LEDGE - 4" OPT BRICK LEDGE NOTED ON END PLAN � 7 STEMWALL CURB SECTION 7 C SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. \\ W1.4 x W1.4 WWF OR FIBERM' \ MINIMUM 24" r , (1) #4 OR #5 90' BEND @ 48" C 00 ct CN 2 -12 1�4 C C N' I`q 1 _j t S . 0 UIROHOMONd _j 00 LLJ V TE ry , ARCH0>= ) SUj r. F !:CZ e 36" MAX VARIES PER � ARCH PLANS / 12" MIN ` 6" OPT. EXTENSION IN BRICK LOCATIONS ON END PLAN a \`` \ \ /j r VAPOR BARRIER FOOTING TO BEAR ON FIRM d/ UNDISTURBED SOIL 12" UNDER 1 STORY WALL w/ ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS �MONOLOTHIC FOOTING SECTION - 36_MAX_� DEPTH i 1 �,_ \-� 'NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING ) "MIN/ CJ O Ill i 6" OP? EXTENSION IN BRICK r- �� t LOCH i-IONS Or: FND PI_.gN � P:DLii Iti7^!AL NO 4 OR NO 5 J ------------ BAR IN BRICK LEDGC=. LL �= -- � true design studios ) N�,sw, r r-;I(, r-C�:?TING 5�.�I ICJN z i P: f (; r ;) C-ONS FAD T IC)NI 1F ANY OF THE O 9000 REGENCY SQUARE BLVD. � ; '; CT�` � �P!-_S L"�OVVN AND AWAY SUITE 100, JACKSONVILLE, FL 32211 ,, ,,I vQ cn i), .` S ,-EEPER THAN 'I'-U" VERTICALLY � O -;To PREVENT EROSION OF SOIL. O � ,. r,•,r.rTr -ci n r to O K,� -,B w,' 6x6 � ,111 A x V 1 4 '1/41NF OR W r � ` iAPOR BARRIL=R Q _ 'W'nn _ V W --�i=�---------- � SEL: f ii_TFJL,S � V J O �— VAPOR BARRIER W � LL A 4:7�-;-Ev SECTION m LLJ O U) W W it 8" UNDER MASONRY WALL Z_ > O Q ti•: r.[ TE 6" UNDER WOOD WALL Z M � Q — i v'V1 W LIJ � SEE ARCH 0 Q (MAX � � - I MAX 16 ) CPT cXTE 1J;iIGfJ IN BRICK 0 1-PLAN 0- - _ - Z ADDI?:ONAI_ NO , OR f•l0 5 O d BAR If`i i3R;(,K I Fr)��:c Q — _. Abbott Park Q l 'G�? I - CI r�B �•TI�N � (n ?HE W LOT 009-02 0 V L-�, jl ivVLl '-'!rC I-'0 1,; - t::JJ LR., U Q ...t;N AND AlA11'iY Z_ Z TEE PER TH?N ^REVE`•! i EROSION OF SOIL } CD OPROJECT NO W ^' � �' � •� J 2020.004114 � DRAWN: A I= F. _SEE ARCH = DO o (MAX 20" W CHKD: � - - -- - ------ DEEP) I" EAF �4' `--4' -xrE;vsloN X � UNDER BRICK VENEER < LqN � I i ..0 VAPOR BARRIER m �` ••' � � '•• ♦ > w � :• No 85166 •: :. '•,VI (3 i � i _ _ ! �, ■r � � DocuSigned by: LL I�ll�,'�, l.�J �`�� :�TEP SECTIONL___ CD ... � (A _- IiI r. 40 E 4co f I-_ PE � :� STJ� " r�'F •: �� C� O ���yi �- w U REVISIONS: Q No. Description Date ~' W � - Q O J O This item has been (=j 0 electronically signed and W sealed by Justin M Lanier on the date and/or time X = stamp shown using a digital W ST2mD signature. W CMUiMETAL CONNECTOR ENGINEERINGQ t L DocuSign Envelope ID: FC92AECD-24F5-4BB9-RDi 7-0_" -- Ale 6'-8" 6'-8„ ■ ■ _4 ■ ■ AN no 54" 4'-8" 011 7 0" - i I 8'-0" -_ 4'-5" S-5" _ 6'-8" �, 6'-8" 6'-8" 5'-0" , 6'-8" , 6'-8" 6'-8" 7'-0" "T IEV EL D O W EL PIA C EM EN T PIA N WHEN PRINTED ON 22" 04" GEl' ERAL IVlASONRY NO%=S DC1 _ LL ,� �, �r„ �a F A-,-E E LI1: I -Ft _, ALL L•L�'Oi A 1iNii'JiU,J1 O 4ACH END. �U LINTFL:' %1 E'E ;-I!- LED Or U-NFiLLEC. CD ^.— • 8 : LINTr. `e c tW.' L! RE FII__FD CD O • LINTELS ^•, A`( Br r.A:= GRE�1 i; PRECAST L!NT17L OR EOUr"NL. � APEX O \Ph 3P_'W%.1A.TE. MAX 0.0 SP:V"II G IS 6'-8" O.C., U.N.O. � v Q) • SEE TYPE,,- ±=i T-tilt S i'! !R. LINTEL INSTALLATION. I � x o Q) Ib1ASONRY LINTEL AS iJ' TED SEE PLAN AND � SCHEDULE rn SPANS MA.' V.,'.R.Y -: 8" FOR ROUGH OPENINGS I � I CV E TF'C A t F!!- if-_RF SPECIFIED C)N PLAN _ - - - ■ NG t I, R rlCA!_ ' rR IN FILLED CELL W/ MIN!MUM — - S_ `'c:IAP `'± 'tl+RE^ TYP.,SSHOV)/N J G - - ^ t 1 I true design studios � NO :� BAR �.v %ACR � IC,�,.L BAR iN •-II LED CELL W/ MINIMUM � 36' i_AF, R Uil<ED : YP ac SH(-)V',,'N z !J P O (2) '� �. � �+! � '.4!' �.'Ft � _�i'=.i_ r;F? �^� FILLED CELL Virg hvlih i MUM U) --., 25' L r' " .Cc;li=i_' r';'r-' nc ;;,-, •,,�; U 9000 REGENCY SQUARE BLVD. OPT NO ZD:`�\R , ,F t LZS,JNLIY IF OPT OPENING INSTALLED Q SUITE 100, JACKSONVILLE, FL 32211 NO R1._ilNFOhCEMENT AT CMU COLUMN AS SHOWN, o HEIGIi 1 C t i,• `d'JE!_ = tiLI;7H i OI= COLUMN C) � FRAMING KEY NOTES (CM ) DC1 LU Z) LU -- — -- u) Elk NC L5 A(F i� L ,NL %Miff HEIlE SP,_CIFiED ON PLAN o � e a g � �S r: SHE r c',T � F ..R 7YP!CAL NOfESj > a) COIN (: I^�'._ .'"'_DIATE U1D JA(.K STS REQUIRED Ei[T`,^t%EEN a a('EiJitVv i� J a a �" y-a� apaa�°'�ez `�" o 2 ISFE IN i L.RiO. St EAR1,v,ALt DE TAIL ON DETAIL SHEET IN LU I OCA.LIONS !'vHIE RE IN 71-R!.OR SHEARWALLS HAVE VAULTED TOP PLATES A.LSr) >EE INT _!RI-'IR SHEARWALL AT VAULTED "OP PLATE < j ON DETAIL SHFFT - - — 0 U) ACL. 4'J LC-Gft C`i,=',�_HRAGM PER ONE OF THE FOLLOWING: } F 5 A. O'JE S`,'d ATTACH FLOOR TRUSS U T _ _ `; Di3L TOP PLATE W/ 10d @ 3" O.0 z -Fi:'.i.'i _. ,.. _ :i, !E.1', TO F LOOR DECK ABOVE. ATTACH W ._r)Oi .'�:: r'B' TOP PLATE Wi io,c c(p 3" O.0 � LW/ Ua; T _; 1-OF' PLT',v! SP2. OR SDWC15600 @ MAX 16" O.C. ! o STRAPPED TO FIRST O Lt_ 0') 7 OR C598 cr) MAX 48' O.C. I ,A L iA;0OC FLAMED F'RS-1 LEVEL)LO F-•.: ! EN: T U-0) 70 60-70 M PLT w SP 1 � Oc `.45. �, %1AX 16" O.C.O V J F,Eli " vv' 3DVVC'15601,i @ MAX :6" O.C. Z S EN r r..:,. +'.. .. .SC^!R',' V'P i,1ETA 12 V) Uj OC Q �/ W ry - - - - - - -- - -- z -- - --- z w m LU O w W W z > o z w W o ® J w W 0 w O X w LL z Z O O Q 0 0� w O I-_ a z O D_ U � � W 0 J Abbott Park Q O U J (n d LOT 009-02 0 z z _ O �- rn OPROJECT NO LLI —1 2020.004114 0 O u- z - - -- O - 2 - - _ _ - __ -- --- DRAWN. DO--- �__I I°EL SCHEDULE 0 0 w CHKD - Lr) EL I UESCR!PT u,: ,1 COMMENTS r- X EAF _ W W •. 8 F - 32 PRESTRESSED GARAGE Q Q - i DOOR X U L : �u� Q ��o iN L 4 F E N• , c� _' 0' - - 8F-16 -- - - -- t 8080 SGD/ REAR PORCH p = •• ... G 8F-i6 REAR PORCH Z .•' ;• NO 85166 8F-16 --- REAR PORCH - - * ; DocuSigned by: * tL 8F-12 FRONT PORCH (ELEV A) O - I 8F-16 1 FRONT PORCH (ELEV B,E,F) w QTAfe'Dh)- ; IJJ ift � •. �� z DO � I�lQi-9�j- n 8 �,` 0 llfll�l�1'�` � w U REVISIONS: U_ - - - j No. Description Date r w cn _ Q � U CO O I- - - __ - O O z z- - -- - O "i his item has been (=j eiectionlcally signed and w sealed by Justin ',1 Lanier I-_ PE on the date and/or time X stamp shown using a digital W ST=3 signature. 10- UM 1 C` ! € DocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-­341 EC PAC I I I 'I if .- 11 11 1 11 1 1 1 1 N t I-EV EL"J"110% 0 F FRA M IN G PIA N WHEN PRINTED ON 22"x34" 0 L & TRUSS FRAMING GENERAL NOTES ,SIEE SHEET Sr-, & 5 FOR ADDITIONAL GENERAL NOTES • LRAr'! STOPPING AT FLOOR I RUSSES TO BE PROVIDED > rn �2 B U � L DE R C) E Y' 0 SPE*CIFICALLY NOTED ON TRUSS FRAMING PLAN, RU S'-, T Z 0 WOOD COINNECT!,)NS SHALL BE ACCORDING j-( TH117 WALL SECTION SEE SHEET ST-5. C:) CY 0 04 RLO 0 EPER TO COMPONENT MANUFACTURER'S LAYOUT FOR A LABELS & DIMENSIONS PEX i C14 QVE_-R!__RAMING NOTES 00 (D J 1 RA�7_7ERS TO BE MiN. 2xG NO.2 SYP @ 24" O.C. MAX. 0 a) i-,-_L"SLEEPER S" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. OQ i-AS TEN SLEEPERS' TO EACH TRUSSIRAFTER W/ (3) 16d MIN RAFTi. TO ,I. ELF PER �V-P SIMfPSON H3 UPLIFT ' C, F_ T R BOARDS r -0 I)P?x8 1`10.2 SYP MIN, I (e) NO2 SYP COLLAR TIES FROM RAFTER TO WHERE APPLICABLE %.-'-J/;5) 10d COMMONS MIN. _C LLI RAFTER SPAN SCHEDULE _j S-I t S _j true design studios > z _x3 2Y8 2x10 2x12 0 23'-9" 26-0" 9000 REGENCY SQUARE BLVD. i 3-4" 7 3 22'-0" 0 SUITE 100, JACKSONVILLE, FL 32211 14- 1" 0 C:) �O L.I. /15 D.L. #2 SYP C:) �CEILJN..'­�'. JO!ST SPAN SCHEDULE T_ Cr UMBER SIZE W :D ­�4 2x6 2x8 2x10 U)zs -12'-5" 19'-6" 1 25' -8" 26' -0" RHOMN' :3 7 __ - - I .--i- ____ 0 1 1 .17'-8" 23'-4" 26'-0" > , 20 1I31-11" LLJ I 10 L.L)5 D L. #2 SYP < 211 -rRUSS FRAMING KEY NOTES D -C--1 ONLY WHERE SPECIFIED ON PLAN C U) -6 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. >_ a) 2 TYPICAL BEARING BLOCK 0 Y z BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO LLI DI,!`AENSIO-NIOF TRUSS MEMBER ILLI ACH BE,iRING BLOCK TO I*R.USS VERTICAL OR TRUSS ry 'ICRID W/ (3) ROAIS 100 @ 4" O.C. STAGGERED. O 3 LE C) FRAMING NOTES CD . TEN NO.2 SYP LEDGER TO FRAMINGi I RUSS VERTICALS !!::R'(SUP PGRTWITII "FASTENINGSHOWNBELOW LO f%1,:Vx 2 �,:-"_( QSPACING).QR r- • FAS i N` NO 2 SYP PT LEDGER TO MASONRY/CONCRETE Fj41­ENIt1G r"F z . x -,Tc-NL PS NiA'(132 REUU,�RED A" SPECIFIED W ON PLAN ON SHEE'�T- !/,�il FOR FASTENER U) T W 07E'10IA'AGAINS ! G01kR(),-,I-N z K �, -'('E 2 .0 LL __E' �;,3W BE 10'A-.'-A!-L L SECURE =j z Uj k-NOOD SCREVIS COMMON' NAILS AT FLOOR U) Ll`_F�-GEP'SARE FOR INTERIOR USE ONLY. Uj 0 U) 17 FP.­MING EDGER TO IAJOGD: W (4) 12d COMMON W (6) 12d COMMON z < 0 (8) 12d CCMMON (D > < (10)1201COMMCN z W Uj Tk`) C N4 i (VV/ 3" TA P 0 N CT T I T Ell�!). < J W t.' T Xr "I R 0 'S 0,3c 24" 0 C. C;TAG.GEPED Uj Uj ri­ ­'SO g 160 0. ST AGGERED f 1 f v f 00 Rows Ey 8' C.G. S -,:�,GGERED o P v /4 q�_ -'.O\PIS' 'O' 6'0.C. STAGGERED ILL LL F'-(7j(- Fz�AMING LEDGER TO VVOODJ�A _L1 NA i LS 0 z 0 �3) 16d COMMON 16d "(D IVINI 0 N < 0 irk W a. 0 (j,, 163000MMON z LEDGER TO WOOD (\fV/, SCREWS): 0 U_ 41-1/-' LONG #14 WOOD SCREWS (5) '/4" x < L ONG #14'VVOOD SCREWS W - X LONG #14 WOOD SCREWS 4 Abbott Park (9), /x­'/-:_, LONG #14 WOOD SCREWS Of < 0 _j U) T4_Rk,L BRACES MABE OMITTED FROM GABLE U- LOT 009-02 0 DET,'11- IF PORCH SHEA I'HiNG DETAIL IS < W API -PLIED. SEE DLT,A iL SHEET ST-6/7. ,!`!T`AIM20, INSTALL (1) STRAP ON EACH FACE OF < z z t 12', H - 11 SIDE OF WALL IS NOT I , 7,J-420 ON SAME S (D ED AT THIS LOCATiON U) (-9 PROJECT NO: W t V ?4!'BEARING BLOCK REQ'D 0 U_ TO FRUSS Irv-(3}ROWS 10d @ 4" O.C. 0 2020.004114 'firj: ID:- 0 z DRAWN: -1-3 MIASONRY BF--LO'\,,V W/ LGT3-SDS2.5 DO 8_0 C:) W CHKD U-) EAF U) W W x 0 U) N L A AVI CENS z W No 85166 z DocuSigned by: W CD61f STAf ff 0% < z A*- z 0 R U) 4# * 'e; hL W UREVISIONS: U) W r <U_ No. Description Date W U) < U) 0 1 0 0 z z 0 This item has been electronically signed and W sealed by Justin M Lanier 1-- PE on the date and/or time x stamp shown using a digital W ST=3A signature. n CMUMETAL CONNECTOR ENGINEERING )ocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-':341ECEBBAC_ TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. TRUSS TO TOP FLAT f MOIS is i W/ H2.5T OR RT-AT BETVvE_ 1 % OR SDWC15600 NON-P UNO ON PLAN HAVE _ HOOK IN; • EVERY OTHER STUD TO TOP PLAT[ W/ SP2 OR SPT24 OR SDWC 1 `%,300 MAX 32'.00 • EVERY KING STUD TO TOP Pt �.TE W/ SP2 OR SPT'-' OR '-;DWC'• 5- -00 WALL SECTION AT ROOF (COM1'f1( N , ]EEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND T'.NO ��,,ORY : PPLIC • EVERY OTHER STUD TO BOTTOM P, _ W/ SP1 OR SPT22 OR SDWC 1 `­ 50 • EVERY KING STUD TO LOTTi ,M PLF- W/SP1 OR SPT21e_OR SDWCI- '.50 2x_ NO. SPF OR BETTER ;- M"x, C-- BOTTOM PLT ANCHOR %" THREADED POD AN I iOP f,1IN EMBED W/ NU7 WAS R IN ,_q ACRYLIC -TIE Oz1 COUI RCN? ADHESIVE @ M ,X 48 ,F WEDGE BOL t 1 '; EMBL WASHER @ MAX _ i 7 0 BOTTOM PLATE ANCHOR NOTES 'EACH SILL PLATE SHALL HAVE A MIN OF (2) BOTTOM PLATE ANCHORS -INSTALL ANCHORS WITHIN 12 OF EAi:;H END OF SEGMENT (BUTT JOINTS) INTERIOR LOAD BEARING WALL ZAFTER TO BOND _TA12 OR / MIN (7) 10d x 11/2" IOTE: IF META12 8 IS IMPROPERLY ATTACH TRUSS _AM W/ HTSM20 VIND LOAD RATED _RIAL 3 @ PERIMETER. :COMPONENT VG DESIGN ON SHEET ST-1. �,MUBOND CONTINUOUS I 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, - SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 25" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED. DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) \ I a i \\\\ r \\, \\/\ \,\\\\i EXTERIOR WALL TYPICAL WALL SECTION AT FOB;! V ION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLC MOIST( BARRIE OTHER (1) cot CMU B BEAM CONTII 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 1%2" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1'/2' IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF ( RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN I FOR MISLOCATIO INSTALL NEW MA£ STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY a J z x c, F "rvl BOND BEAM RPNFORCIR.IG ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x— NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP ADJUST TYPICAL NAIL SPACING AS NEEDED 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2r. NO 2 SYP PT 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2. WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. Ii II V O jIPL;;x 100tll C) 0) a) a M J -:--f ILL W tds - J J Z trots design studios � POURED CELL w#5 BAR CONT. O FROM BEAM TO FOOTING Y 9000 REGENCY SQUARE BLVD. STEP DOWN TIE -BEAM Q SUITE 100, JACKSONVILLE, FL 32211 O_i O O � W to � ♦_ 01HOMON' to > J C0 'Irlw", WRIM ~ v E "i! S!'PE I ••^, ST FROM DOOR JAMB MIN. SCREW l l t E_ENG:,T\i- I, !`14IN'JO`aTOBLOCK LENGTH Q rs PFR k"AN iF if 3° /16 y �- j I v s; III 33/4 Z W --- TITEN OR TAPCONS SCREWS SEE TABLE W i " ABOVE FOR i_Ei'JGTH RO..' '/,' CIA 30" O C. STAGGERED O r :2! RO+,'dS %F DIA ;a^_� 24" O C STAGGERED Op -- DOOR JAIVI B OR WINDOVV ATTACH TO t \�� ix PER MANUFACTURER'S DETAILS>= � I o Q 1 ' i DISTANCE FROM BLOCK TO DOOR Z 1 g i I ,IAMB OR WINDOW SEE TABLE Uj U) ABOVF (SHIRE., AS NEEDED TO PLUMB JAA-1B. DO NOT EXCEED '/a",1 W Z h1� !"-- PT NAILER Z W BUILT UP 2x ATTACHED TO MASONRY. (1) PLY O tom, 1x_ OR (j - OSB MATERIAL MAY ATTACH TO WALL Uj m --- DRYWALL WUj Q 9" CMU WALL Z r P 'KCrA DOORIWINDOW JAMB TO BLOCK z W 0 0 OPENINGS iN 0` W C - .. -- — ----- _ -- — --- QQ G Q o W W �'�/ x J I..V x ILL LL z Z Z O O 1-- Q 0 110� W O EL z IY ry o 0- U LL 0 W Abbott Park Q O U J U) U_ LOT 009-02 0 Q W e-- U Q Z_ Z 0 C� U) O PROJECT NO- W 1 2020.004114 0 O U_ DRAWN: O U DO o CHKD: Uj U -) EAF X W W a, J Q Q X co U oW Na 85166 •� '. Q z ..y; •y �+ �C • DocuSigned by: 7S •-' OUj - •x'-' z U) hLA F— W U REVISIONS: Q No. Description Date ~ W W J a oI- 0 z O m This it h 0 e as been U electronically signed and W sealed by Justin IV Lanier �- PE on the date and/or time X stamp shown using a digital. W ST=5 signature. o- r METAL CONNECTOR ENGINEERING DocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF5- 341 ECEBB,�C' _ _ 11 l_' '" 1 1 1 III !P"N, -- --I ROOFDECK rR ROOF TRUSS OR RAFTER CONNECTION PER �'I• .AL WALL SECTION SUB FASCIA MOISTURE BARRIER BY OTHERS �-MOISTURE BARRIER 1 I BY OTHERS MASONRY LINTEL PER PLAN TYPICAL P�)`- HEATHING DETAIL FF .)R WALL HI�D ALL COVERED PJR OTHERWISE) TOE -NAIL MIN 2xz NO 2 SYP BLO' - N BETWEEN TRUSS TOP CHOF (3, 'r)d COMMONS EAC• FASTEN 2x6 NO 2 SYP DIAGONAL BRACE TO BLOCKING wr( I 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRAG— -- SEE PLAN • UP TO 8FT SINGLE 2xE. ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 N - "7-BRACE" TO DIAGOW-L tiR w/ `IW COMMONS c 2 NELEDGES OF GABLE EDGEWISE FLATWISE) OF DECK-\ { FASTEN ROOF DECK TO FRAMING @ Y O.C. ON EDGE, 6" O.C. IN FIELD WITH 8d RINGSHANKS I PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN 2x4 SYP OUTRIGGER @ 24" O.C. 5=� VI y CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1-'/2" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d g COMMON @ 3" O.C. I, I 4 GABLE TRUSS jl^ I /,--- WALL SHEATHING PER PLAN / L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING - MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER >11 ? HGAM10 BRACE CONNECTOR )M DIAGONAL BRACE TO CMU Al J 'E I;ARRIER BETWEEN MASONRY ---/ n -N-PT LUMBER BY OTHERS B3�GAB._E - NAC L_E -BRACING DETAIL (W/ HGAM10 O C U? Ni CLIPS MAY BE OMITTED FROM V1 F )rTAIL FOR NON -DROPPED GABLE �Pl S JVERHANGS. GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1-'/" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) 8'-1" ABOVE F.F.E. J (LOF OPENING 2x6x12 PT CENTER BUCK TOP OF GARAGE DOOR L I 6' 1"ABOVE -— - — - F.F.E.-- 48" DIA. ANCHOR — 4'4" ABOVE 2x4 PT TOP BUCK - - F F.E. �- 2x6 PT BUCK EACH SIDE OF OPENING 2'-9" ABOVE _ F. F. E. I 0'-9" ABOVE F.F.E. TOP OF CURB F.F.E. PROVIDE (5) �8" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/h" x t6" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL - PRE -CAST LINTEL #5 CONT. PER PLAN o a. J (1) #5 BAR AT CORNER W/ MIN. 25" LAP N #5 CONT. v ----FILL BOTH LINTELS SOLID W/CONTINUOUS POUR v PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER — VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN " "r"'^'NTO BOND BEAM TOP OF WALL ! J J PRECAST LINTEL SEE SEE PLAN— PLAN I EXTEND REINFORCING TO -- + - END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS - - -+ SHOWN. I I MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. I ! I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER - I I NO. 5 DOWEL TO MATCH EACH _ SOLID FILLED & REINFORCED I CELL EXTENDING FROM FOOTING I TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. I CONCRETE FOUNDATION WORK TOP OF FINISH PER PLAN FLOOR SLAB I I I I I I I / G v \ yy r/ / / GARAGE SHEAR PIER r I �•I o > II I I I CV QI O O 0 PEX N U 00 (1) CD r cr it -.. \\ j \\ 04 r t ��F DO. v.•f ( EVE-1'�. YI��. 1L:L I• � 1 LL Wtds L J true desig€i studios > z u 9000 REGENCY SQUARE BLVD. () ��_?.t//�I�G� '-��� TRUSSES SUITE100,JACKSONVILLE,FL32211 4 t Il-;_ 1(- •.'": SH ,LL L L ... f .R BETTER (LINO) C) C, ., : RE.,"�1-:- L-)S 'hDICAT"D ABOVE. ,MMEDIA, ELY 4- OF RF_COhll FOt AP f+' r :,, 'I E 5RACiNG DETAILS, C I It. 1_ i �} Ii ._I J r '; ( i1 I i S )i i i i BRACED TRUSS AT LOCATIONS INDICATED ASCT W Lt r , ON INDiVIDU -+,L I RU S � L5 PRODUCED BY THE TRUSS �} `Z .r1( `'bN, -,Ft E. ,<1 > :i' LONG iUN..._)j ENGINEER. (n i _ -I B:1 77' J m INUOUS L.AI i RAL RESTRAINT WEBct - 16" MAX ;E' NIA,' r ;6' Pit= X FRACF SUBSTI • LITE Q wit h�l tF•: hECIFIt_D 1LIERNAi E: BRACING - - Sli f CI R F CR L SCAB U Q t 1 PO J 2x4' 1 x4 U AI C P,'.,. 2x4 2xL W t RCVr; Uj O O DSS BRACING t rr ! h Ii Y PF I t y CONTINUOUS LATERAL LO AN _r L)I` Ih �. hJlt -1( I - i, I r 1 O a I % t" UO ` I , I PACiNG L-BRACING: OR z W C C ' i= ? C-LaR I ANU) DCTAIL r L r:_;1' MORE INFORMATION. 'e,• MAX ;6' MAX R , Al E C• Ahvt S,�E. SPECIES, AND L� J _rL z z w m LLJ O cn W W z Q C 0 > Q Q I W m W owo w� I O X J z a �T- z `— o z 0 RE Nr h i MF �L (.—J C : JL ELAfV. Il; r- _ -d t_ kti N(:- E! LOW 13JND OR - ,IN-: F:L i,'.- BE .,:-LED i, ;F INFiI t i, =C: Lu�-1 L '-jFE PL','': i;V8 BOND BEAM Q *� REINFORCEMENT < FW-- ___ (SEE WALL SECTION) O W z -- '.=ILL SOLID fig BOND BEAM /- 0 CL � W -- LINTEL F.EINFORCc".,?-hjT 0 J .,_. Ir Abbott Park Q 0 U - -- EP'f oh Li;d EL .ABBEPdtBLY"d" LL LOT 009-02 0 Q W 3CU 00 EXTEND U z Z Q CJO LESS I HAN "' BEYOND �, B`��.RIN t i , A•CI I ND } ---- -------i�R..OUI �ILLE�!i;NTELASSE.MBLY Q PROJECT NO LLI --- --- 8' PRECAST LINTEL SEE PLAN. O 2020.004114 L- C_ A z DRAWN:DO O _ U O LO CHKD EAF W W W J Q Q x U .•• G S •. m ♦ •• �. F•'. �� z ftb ♦ • j Uj :• No 85166 Z 4 • Q _+ * DocuSigned by: O _ o Q W i •• S T i co � cn 1 4(41 z •••••••••• w` I` W U REVISIONS: Uj `' I P i ', ` E- OPTIONS � I- T_ F'� �r�-C,�,`w=``,;_ Q �No. Description Date W � J 0 I` 0 Z z 0 This item has been 0 0 electronically signed and W sealed by Justin M Lanier PE on the date and/or time X stamp shown using a digital W ST=6 signature. d CMUMETAL CONNECTOR ENGINEERINGa v