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Home My WebLink About8182 Wheat Stone DrDocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9C1C _ DRAWING INDEX ARCHITECTURAL SHEET NO. ,SHEET NAME A000 ARCHITECTURAL GENFR.- ;. A110 1st LEVEL FLOOR PLAY A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS A501 (DETAILS A502 DETAILS -IF A.PPLICAL. STRUCTURAL SHEET NO. SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN_ ST-2.D ' FOUNDATION DETAILS ST-3 1 st LEVEL STRUCTURAL PLAN ST-3A - 1st LEVEL ROOF FRAMING PLAN -- -- ST-5,TYPICAL WALL SECTIONS ST-6 _ fiSECTIONS AND DETAILS 7 Do DIAM191:1 A4DI3 DELRAY ELEVATION A Abbott Park,, LOT 011m02 ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN JL -1! w E O U O O 0 APEX N U 0 CD N co _1 U_ w ..I tds -6 true design studios a)> . z O U) Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 -� 0 o o W 041HOMN f— co ALL WORK ,N .r, n Illt .% d m Y 4-. " f. 1 1 _t; f w w CODE" `-'I �i I t ct AND TH'E RrJitvAl+l U) REVIE\A ► )A T e.._.AUG. 9 020 z PLAN EXAMINL,: ; ''';" ww 0 0 0 rn ti l u7 r` 0a U: z W Q w r W J zw m Uj o co wCC w Q G W z > o Q 0 Q W LIJ w . �. 0 ® Uj LV ti Or J X U_ � O z: O: Q 0Y W II-_n z• O a. U w Q p W Abbott Park Q O U Q LOT 011-02 0 U Q• z z } O: O U) O PROJECT NO w J - - - - - - - -, 2020 004115 4L.t:I 01ni®. a1u.IiV6iAz1 Y = DRAWN DO - - - - _ TA i .=',^ D LOC;1i ODES W -- O _ w CHKD: l V tvJ C) F. Y UE� GAS 26 1 I x JAC (n w w , aQ U X r/) m z_ 3' C 0 - O AREA" VOLUMES � `o _._ - - - _ Fi00f - � 18982 CIF -- Q z z 5:= '.:rand totai 18982 OF -- U) Q 4 S0' r - O 05-22-2020 p f-- w ] = P: U) s`E U REVISIONS: w U _ `< No. Description Date w ' U) J --. Q U'' — _. (n O I-- J O O z z ! = O U � W H X W 0000 d - - --- -- --- - — -- _._. --- Q 3ocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9C1C-72AA2679EC52 - Footer Re -Bar sized according to foundation plan) T =+—� #4 awg CU bare w/ 10' stubbed a outside of slab at service q location. Connect to footer steel LO w/ (2) ground clamps 5' apart -A V UFER GROUND DETAIL -- - N.T.S. - - - RISER DIAGRAM [. /ERHEAD ME AS 150 = #1 Copper or 2/ 0 Aluminum Rc: iND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. _ A/C DISCONNECT - R MAIN — DISC. P #12 COPPER TO APPLIANCES AND GFI 5 1 0 OR 200 AMP TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER - UNDGND #8 COPPER TO RANGE SERV. BY POWER CO. #6 COPPER TO HVAC #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 Cr MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE . OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY- GENERAL ELECTRICAL NOTES ABBREVIATIONS LEGEND ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE ABV ABOVE AC AIR CONDITIONER • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V AFF ABOVE FINISHED FLOOR BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AHU AIR HANDLER UNIT AFCI PROTECTION BILK BLOCK CABS CABINETS • CARBON MONOXIDE PROTECTION PER FLORIDA CLG CEILING STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' CHR CHAIR RAIL OF EVERY SLEEPING ROOM COFF COFFERED COL COLUMN • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. COND CONDENSER CRN CROWN MOULDING • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V CVAC CENTRAL VACUUM SYSTEM RECEPTACLES INSTALLED OUTDOORS MUST BE DBL DOUBLE GFCI-PROTECTED DIAG DIAGONAL DR DOOR DRY DRYER • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V DW DISHWASHER RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN EB EYEBROW NON -DWELLING OCCUPANCIES-i.e. OUTDOOR FL FLOOR LINE (MAT. CHANGE) SUMMER KITCHENS RECEPTACLES) MUST BE FLR FLOOR GFCI-PROTECTED FP FIREPLACE FXD FIXED • PER NEC SECTION 406.8(B)(1) 15A & 20A FXT FIXTURE RECEPTACLES IN A WET LOCATION MUST BE WITHIN GLS GLASS AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN HB HOSE BIB ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING KS KNEE SPACE RECEPTACLES SHALL BE LISTED AS WEATHER LAV LAVATORY RESISTANT LT LAUNDRY TUB MRBL MARBLE ' • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL MC MEDICINE CABINET 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS MIR MIRROR TAMPER -RESISTANT MTL METAL OH OVERHEAD • PER NEC SECTION 800.156 NO LESS THAN ONE OPNG OPENING COMMUNICATION OUTLET SHALL BE INSTALLED OPT OPTIONAL WITHIN EACH DWELLING UNIT R & S CLOTHES ROD and SHELF REF REFRIGERATOR • PER NEC SECTION R314.3 AND R315.1 SMOKE SD SOAP DISH DETECTORS TO BE INSTALLED INSIDE EACH SDLTS SIDE LIGHTS SLEEPING AREA SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED SHWA SHOWER IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO TB TOWEL BAR INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR TPH TOILET PAPER HOLDER APPROVED EQUAL T&S TUB and SHOWER TEMP TEMPERED • PROVIDE GAS DROPS AS PER COMMUNITY ONLY TR TRANSOM VOL VOLUME • JUNCTION BOX AT WATER HEATER, RANGE AND/OR WC WATER CLOSET DRYER TO BE 220V IN NON GAS COMMUNITIES, AND WD WOOD 110V IN COMMUNITIES THAT HAVE GAS OPTIONS WH WATER HEATER WNCT WAINSCOT PROVIDE APPROPRIATE RECEPTACLE PER WS WATER SOFTENER APPLIANCE WASH WASHER • 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 ROOF NOTES EX I ERIOrl. _LEVA TION GENERAL NOTES - • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • r"I>'r , I',n gAN`, NC MOLDING )i ,Ir L' .rlln SH [ r FCEi`,/EA �An • ALL OVERHANG DIMENSIONS ARE TO EDGE OF FIi — r 'o. `TI "�(`1 IF 1 �R _ EP H 0P 1-2 A !S N!, RAFTER. REFERENCE WALL SECTIONS/DETAILS SANE,'i1, FOR ALL OVERHANGS NOT DIMENSIONED. SIU ,IvU ;lviNr C ti"� RS I r PTIO!vr\L P ER • ALL UNDERLAYMENT MUST BE INSTALLED IN y ��,v l Ni SFI ;',1 �1U�,!T`r' COMPLIANCE WITH FBC R501.1.1 SPEEC, 'r .H IVJ L.l ) -i T • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT nEr OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS r'-(�r, Ir FE C ROOF VENT CALCULATION SPECIF-IC,f fir ^'�'JR CC, r,J` THE - CONSTRU( F:ON /,' WAGER �EE STRI_,CTU`;A.- SHEETSFr,R ;[iE-r; ',IPJG,:E;: F:MEN'S -r Mai i F R 0 iJ r ._:Lvr _. t 0 P E N i N G'�, • V4'INUU1 E CHI. H ,, I. Mir= IN ACC0RDANC'_-'vVIT;I FRB R70, 8 HEIGHTS V0Ti 'r 1WL TRUSS L,�YOUTS • LATH PrR 1 R;; R703 i i.r. F ~MAID i_r'TH A.TTAC H1A� ry � RE F - - - CORRC'5I (_)N FORMULA: NA! LS.r- c , r ,, 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES 7 5 r^11_r;l O'N, 2_ :.,,,i,1 c >Ti, ..LC. OF CEILING P T t 1r _ ri'FSlV` *144 SQ. IN. = 1 SQ. FT. AS 6 fH _ : ,`,?SE ,� P,jRO'/E_I BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED • PLAST FEE P 2- ^ G SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. THA ^' _ LATH -� •:'` A NCI'- PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE '` :. +' - ,�t r !t ) OVF_R< THAN 50% OF VENTILATION MUST BE PROVIDED BY 1�;: "� Nr ' L' E. Ur E: PRE: Ef'J , ; riE VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW `- r '' '' -' t L C .'.Y hc� MAN' V':�OUr, AS THE RIDGE OR HIGHEST POINT OF THE SPACE SU ,,Jr.-F I` BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE; ,; (_ ,,, r r< :� r ; Vi v (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) C;N['i�7A-O • r.,i= F`Rc PER LINEAL FT Ttil 'r; L:I (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT `LA` CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT MA-, E R i A I_ ,., 1A, L EL A r. TH 11, TABLE_ LOCATED LESS THAN 5' FROM PROPERTY LINE R 7 0 2 ',,'EEE' SC F r J = R v, 1,INlivl' GAGE' I _ U v r ^ 1VrEt R� — PLAST1 7 fjINIM,Ui VERTICAL / F /+C.-MENI A N'_E ?F 11'2 INCHES 89 N1M) 6Hr^.Li. R- r L'ivL N r y I ERIU - r; lrI r L D N"OTi v �., - R:' I v • •1 Y. - ti BAF, F;1(_. /I ri AFi-(i-�'r EC Ui Fai_E i,JC, „ ,-i ` GR.' THE INDi : I 'LAYi INDr ,` 1 �U r - PRn I_ E'er ATE= ^�. nIJ',Ll: ;_.lNi CIli, 1ED�. 7 DRh\iIV .J GENERAL NOTES • ALL CONSTRUCTION SHALE_ MEET THE LATEST ! EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES i • PER FBC R302.5 NO OPENINGS FROM A PRIVATE ! GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, !r"SULATED S I EEL OR 20 MIN. FIRE RATED DOORS n° )T LESS THAIINI 1 3;8 INCHES THICKNESS, EQUIPPED 'Y'.'iTH A SELF CL03iNG DEVICE. ALL DUCTS IN T HE GARAGE OR PENETRATING THE WALL OR CEILING `EPARATiNG THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR C i HER APPROVED MATERIAL AND SHALL HAVE NO (;`PENINGS INTO THE GARAGE . NFR FBC TABLE R-302 6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ M N 1/2" GYP BOARD ATTACHED IN ACCORDANCE V T ; TABLE R 7 02 3.5 HABITABLE ROOMS SHALL BE S-_r_.",RATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE I -FIE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY" SHALL BE PROTECTED \N.' MIN 1/2" GYP BOARD PER r E4C R302.1.2" IN C OPJIBUSTIBLE CONSTRUCTION A"If.RE ? MERE IS USEABLE SPACE BOTH ABOVE ,N' E ELOIN TH1- C0 N C EALED SPACE OF A t. ^ R/CEI' I;: � .,SSEMB'_'' DRAFT STOPS SHALL BE HE .+ ... , �,�LEu SO i H�=,? THE AREA OF THE CONCEALED DOES NOT EX;EED 1,000 SQUARE FEET. CRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPr OX!N1ATELY EQUAL AREAS AND iNS-DA" LED PER FBC F.302 & 1:602.12.1 ft PER FBC R-31•,�.1 PORCHE;,, BALCONIES OR RAISED ' ! R 0-OR SURFACES LOCATED MORE THAN 30" ABOVE ENISHED FLOOR OR GRADE SHALL HAVE GUARDS I NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF IMORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MI-EASURED VERTICALLY FROM THE NOSING OF THE ! T -,EADS I g PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • P' R FBC R-308.4.5 GLAZING !N WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS; WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS; SHOWERS AND INDOOR OR OUTDOOR SVVIMM!NG POO! S WHERE THE BOTTOM EXPOSED -D•GE OF THE GLA71NG IS LESS THAN 60 INCHES r,.%EASi_IrRED VERTICALLY ABOVE ANY STANDING OR � n ING SURFACE SHA.I_I R ',-,'ONSIDERED.A I- r y nI - ;npi G. C. Ty VERIFY IF 1J',"IE0' A" NEE"? SELECTS ANY OF THESE 1 T E M S LISTED IF ANY OF + HESE II EMS LISTED IS INS I ALLEi'i SUCH FACING THOSE ITEMS IS t Y.f . • %cR F C P -212.2 PR-':)VIDE'vs%INDOW FALL p,�r ,' -, ^' , A"r,;;R^ANCE W1 rH R312.2 1 AND e CAS 1,)PT. PER COMMUN11v. VERIFY WITH BLDR � • (.).J = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES. MATERIALS; HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE i!JSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL_ STUD SPECIES, SIZES AND SPACING E ^,A\ a ca O O a 04 04 APEX 00 0 a) r � N M ' J LL a= W J tds -6 J true design studies a)a) . Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 Ch -� a O O w C H 01"HORION' {" J m � W �. d Z W 0 O O O L0 ti L ti • Z � vJ Qwco w W Z J z W LU O to m w w Q w Z Q O w m LL,o Q O _J W w W W O _x LIL LL ZC' Z O Z: O: < 0 , O F' a Z O a LL Q w: Abbott Park Q , O U U) LL U_ LOT 011-02 0 U Q Z Z } 0; 0 PROJECT NO: w O p 1 2020.004115 LL Z DRAWN: O = DO U o• wCHKD- LO x JAC . w w CL J � U Q O m Z_' Z 0. O r w U) 5 C7 Q Z Z C Q. O 05-22-2020 o w U REVISIONS: LLJ LL I -- No. Description Date w U Q — - 0 O I- O Z = O U � w H X W AOOO W Q I )ocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9C1C---hA%�-,9EC52 i ?IFY AC COND I OCATION SITE PLAN w w = Ln o [V ' Lnbo 0 m N I i 1' 11 I 1 ' I 1 III'1 111111Lf IIw"Ig!" If IN UP I - I!,' _1 1_ 1 _ _11_ --- - 1 _— j'I, _ _ I 70'-0" 17-8" 5-8" oe 5-10 1 /2" 5-3 1/2 .1 11'4' le 2'-8" O W NERS SUITE 9'-4" CLG f I I f f f I I I € f f 1 IN 00 8'-8" o M N c0 I €� I E [ i OUTDOOR € € LIVING 9'-4" CLG I [ 19 i I Ii € I Fc:) Nk € €F I € I I € € 00 ! I I I o I 1 - 180 8'-0" 9'-4" 21( 4'-10" 0 N O w 00 0 00 NIn z = 0 0 M. 1S&1R -- WIC. V)' 9'-4" CLG 77' ,> 21068 �I oI> 00 21068 WIC CD�` M � 9'-4" CLG r, - - - 1S&1R 12'-2" GREATROOM 9'-4" CLG v 12'-4" DINING 9'-4" CLG 2020 FX 2020 FX 2020 FX 8'- 0" H.H. HB 8'- 0" H.H. 8'- 0" H.H. I I 2'-8" _ 3'-6" 3'4" 1 st LEVEL FIA O R -PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" r 21'-2" T-5" 3010 FX TEMP 8'- 0" H.H. 9'-4" CLG \ 0 .36"x60" 21068 I OWNERS BATH 9'-4" CLG 3052 SH TEMP EGRESS 8'- 0" H.H. r 00 N N BEDRO O M 4 9'-4" CLG I all- WH1160j V 00 0 8'-2" ]LAUNDRY q 101 9'-4" CLG co v 108 - - 00 C ---- 101' ' [301 142i IUW HEN � 9'-4" CLG '1 143 N N ----o - 140 -- O 0-1 i171-7177 4'-3" - 2'-2" PANTRY = 9'-4" CLG m 3 SHS 25'-2" 5'-0" 70'4' �Il�lli' t'� 'I �•!Ilrf I III "I!1 FLOOR FLAN KEY NOTES ,SEE SF:EET A000 FOR GENERAL NOTES) E PF;OVIDE FURRING AS NEEDED O 101 2 x e WALL O cy 1C2 - DOUBLE WALL i2-2x4 U.N.O-) O 0 "'4 D HIGH HALF DIFFERS ,n11TH CAP � � APEX C �v GC�OI� HEIGHT i}I##=FE'RS (,RE- COMMUNITY/15LDR SPECS) 00� 105 - IN-1 ERIOR FLAT HEADER at 8' U.N.O. (, EE PLANS FOR `WIDTH.) O � I YEF iOR ARRC 0- HEA�EP from ?'-4" to 8') rn i ttS (SEE PLANS FOR 1rVIDTH) 1+137 - SHOWER NICHE 14" x 18" W/BOTTOM at 4'-10" AFF, SHOWER � CONTROLS P-OSI T IONED BELOW NICHE N N 10 s EXTEND 36" H COUNTER 16' OVER 2x6 WALL BELOW m 109 - 36" HIGH HANDRAIL _ SELF: CLOSE DOOR IS 1 318" MIN SOLID CORE � 20 MIN FIRE RATED W _j tds -6 A i T iC ACCESS - SIZE AS NOTED J 0 MIN FIRE RATED � true design studios > . 112 - INTERIOR FLAT HEADER at 8.8°' U.N.O. z !SEE PLANS FOR WIDTH" O RECESSED Y 9000 REGENCY SQUARE BLVD. tD 12.0 -FILE SHOWER - SIZE AS NOTED U � a,,� Q SUITE 100, JACKSONVILLE, FL 32211 TILE SHOWER WITH CURB SIZE E AS NOT I ED chO 1. 2 VIKRELL BASE SHOWER - SIZE AS NOTED 1 - - -10B R.O. 5-0 Op Z 4- 124 - GARDEN TUB - SIZE AS NOTED - T-IMPEPED GLASS SHOWER ENCLOSURE LU _ t 'E',MPERED GLASS SriO"AIER ENCLOSURE0' HU"'MON� :N 42'� H 12 `MALL W/SLP TOP « « SH- OC VER SEAT AT 18"x18'rx20" a) c >VF:R E?cNCH 0 4-1 Lf, vIJKY SINK J a W 0 O`rERHEAD CABINET Of 1a, i - REFRIGERATOR - OPTIONAL Q Rig - DISHWASHER 0 1 3 R.-`\NGE WITH MICRO HOOD 44 COOKTOP } >N . - DOUBLE OVEN U > 46 HER - OPTIONALzw :' _DRYER - OPTIONAL (� -'.c0 - INSTALL MECH PROTECTION PER CODE 1;1 - EQUIPMENT STANCE LOC at 18" AFF FOR GAS WH ONLY o L0' VERED DOOR � 1 - Eva- I AL .�i STAND -_s.- I AFC AS ? -F BJ DI I _--,a' - - � `� `h , %'.4 _ �� i _ � . � f�: r__ - PER. I i L . N',3 i.. G D E � � . - .—'---�-1 --- -- - 6 r -, 1Yi, 1 ERIGR HEADER �^ r �nE. ELEVATION) b � V J • -ONE zTJEJEERS'N W w z -� z w mLLJ 0 W w Q I! z O GARAGE O > Q 9'-4" CLG W W J G . W W o x. LL LL T Z r 21'-0° III- O w ') I' O cII p� z O. h I! f i O CC 1. �. U w F W Abbott Park Q I I 6'-1011 8I 6'-4" 8" 9'-2° _ u" LOT 011-02 0 ' Q w F- o �• 9 4 CELRG o - - - _ 9' 4' C G i co _ 0 Z . t J�' v `, U, 13-6" 17" 1'-1 4'-6" N 6'-0 3 0 _ - — - - - - - ,�• s U I — (D PROJECT NO Lj �w- J. _j J _ 2020.004115 w 102; �- z cV r z DRAWN: O . DO d = U O. 9'-4" CLG CHKD: 668 21068 166 JAC x a J 3 SHS `� O 3 SHS ` X U U BEDRO O M 3 BA TH 2 BEDRO (" 2M 2 U) 9'-4" CLG 9'-4" CLG 91-4" C-G 101 m z "> 00 cc' ao L W Q . �_= p6 o0; O =_ CV ! 0 O U W ) o (D 123 Q z 1 I - -- U)3052 SH TEMP EGRESS T — 8'- 0" H.H. I 1 V-2" 59'-10" 2106 I IAHJ 1 8 1/2" T-2" 1 ' M EC If 163 9'-4" CLG 2868 , I 00 -- \ o o 1105, N N v O N 26-10" VERIFY AC COND LOCATION W/ SITE PLAN -4 1 /2" I, 5'-3 1 /2" 110"I. 2'4" 2 V-6" HB O_ 05-22-2020 01 H W co U REVISIONS: Q No. Description Date ~ W (n J � U O U) O t- z z = O U 0 w I- x w A110 n Q DocuSign Envelope ID. 5249D61B-6FC9-4BE9-9C1C -26 1 st LEVEL BRG - 1st LEVEL FIFE RIGHTS N x IICN 1/85 WHEN PRIN'[ F, I A2410 /�,�-,a HIGH 2738 SF 657 'W ti% i )ItA RN 'In-ES WHEN PRINTED ON 22"x34" ROC= VENTILATION VENT VENT PROP PROP H # RATIO HIGH LINEAL FT LOW 4 144 576 160 1470.4 N LO 5 12 - -- - RIDGE N InI RO0FPIA '`� 1/5WHf % PRIN UIFT E "A rHO N 1/8" = 1'4' WHEN PRINTED ON 22"x34" REA R EI"A 'IIO N 1/8" = 1'-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT AFF 17' - 11 7/8" 1 \\ A200 r 2 i 4" 260 FRO N T EIEV A rHO N 1/4" = 1'4' WHEN PRINTED ON 22"x34" ELEVATION KEYNOTES s rF SHEET AOOO FOR GENERAL NOTES) — --- ..YXI - cONCRETE TILL- k-00F 201 - SHINGLE. ROOF 2-)2 - T.AMKO OFF RIDGE VLNT 203 - LOMANCO ROOF LENT 204- M!!_LENNIUM ROOF VENT 220 - r=OUNIDATION VALL FfttiEISH LINE W/STUCCO PARGE COAT 221 C'EHME N T PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1?3" THiCK TEXTURED PER 03MNOWNITY SPEC;IFICIATIONS :SEE GENERAL NOTES AMD FOR SPECIFICATIONS CEMENT PLASIER FINISH - OVER WOOD FRAMED WALLS SHALL BE 718" (3 COAT) TEXTURED PER COMMUNITY SE'ECIF3C;ATI0NS_:;VERA_-PHAl i IMPREGN 1EDPAPER RALK VIRE hTH, {yVER HOUSEWRAP OVER EXTERIOR Si IEATHING PER S-. RUCTkN. AL ORAWINGS. LATH TO BE F- 3RRED OUT FROM 13ACKING FROM AN APPROVE METHOD I N ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES AOW FOR SPECIFICATIONS 21-23 - FIBER CEMEN g LAP SIDING ::_124 - FIBER CEMENT SHAKIF S!O's its 225 - FIBER BER CEMENT BOARD $ BATTEN SIDING 226 - SYNTHETIC STONE VENEER -227- STONE LEDGE ?28 - 9P.ICK VENEER 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN }49 -- 2"Y TRIM - SIZE AS NOTED <_6k - CV BAND - SIZE AS NO*i ED - 1" PROJ U.N.O. ;Si - CV BAND - SIZE AS NOTED - 2" PROJ U.N_O. 2-62 - 1' x TRIM - SIZE A5 NOTED 2S3 DECORA I, VE S H. U TT E R - S I ZE AS I IOTE[? 2 4 - IDEC ORA IVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DF-CORATI VE LOUVER - SIZE AS NOTED :1fA* - 4" DECORATIVE DRAIN TILES 42'° HiC►F1 'Al L! NG IS POWDER COATED ALUMINUM, AND COLOR IS DETERWNED BY THE BUILDER'S SPECS ?0 - EYTERIC7R WALL MOUNTEDLIGHT FIXTURE. 4 OF LIGHT TO BE 8'-9° A_t=.F. J.N.O. HEiaHT (ABu ;;YRADE) -BUILDING_HEIGHT (AFF)., E C) 0 O 0 APEXsn CV C) co a) 4 x CD cll m (V N a m Z U_ Wtdb J Q J � true design studios O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 C) O W11m JIM M W A-& RflU To V) - NEES Uan nu el 00 _j RR �•F `may "I ff%7! f %01110" W (/) C) z W W 0Y O O O O i` L ti O Q Cn Z 111 C/) W w ry —� z w m ULI O co w w Q w Q O z z w o 0 w J w W. W 2_ o X � � ►` � • z Z T--� O z: O: 0, 0Y w O F__ w z. IY E O 0 U IL Q — 0 W. Abbott Park Q I O U J C/) LOT 011-02 0 Q w z Z. C/): OPROJECT NO. w J 2020.004115 0 O w DRAWN: U DO 01 w- CHKD: U-)F JAC c/) x W W m J U Q C0 Cn m z w >z p. O w U) 75 (D Q z z §: c/) Q. O_ 05-22-2020 0 I— w U_ REVISIONS: W i-- No.� Description Date w J �- - - -- 0 0 (f) - --- F_ ZO-- - --- -J O = O U 0 w X w A200 Q 3—Sign Envelope ID: 5249DB1B-6FC94BE9-9C1C-72AA1,, ',E1;52 INSULATION BAFFLE BET'VVEENI TRUSSES INSTALLED PER MFR. WRITTEN SPECS INSULATION BAFFLE BET\N'E'_E-N TRUSSES INSTALLED PER WRITTEN SPECS CONCRETE TILE ROOFINk--') INSTALLED PER MFR SPECS OVER WD SHTHG OVER PRE-ENG WD TRUSSES (RE- STRUCTURAL j ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAF' 2 TYP O-NE-STORY WALL SECTION A4()'_1 SCALE- Vf = 1 1-011 s t LEVEL TO B VARIES IRE- ELE V) I � — "- ,I I /C:KITC: Kl QnC=lT INSTALLED 1:n ___ - I-' �1 , , \, .,"" x �, I i MINIMUM 6 Kt5I6 !AN PER MFR WRITTEN SPECIFICAT 1011.4i� C-L.L.ING G"T'P BRD PER T 61- E rein -?. 3. IRED BOND BE-Ak-41 ------ -- PRE CAST LINTEL (RrE_* STRUCTURAL) NCDT—E.. RE. FLOOR PLAN (SH Al 1 O/Al 20) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR :C'ODE COMPLIANCE AND INSTALLATION DATA NOTE- INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE- INSTALL ALL VINYL. C.V ACCESSORIES PER MFR WRITTEN SPECIFICATIONS I'IbtKULAbb b111NULt NUUHN(,;, INSTALLED PER MFR SPECS OVE-'R WD SHTHG OVER PRE -EN( ND ; 'I TRUSSES (RE: STRUCTURE. .12 ALUMINUM DRIP OVER 1s1LEVELTOB rh 1x2 DRIP EDGE OVER (RE- ELEV) 2x6 FASCIA W/ ALUMINUMV INSULATION PER CODE �,�'MINIMUIAI SAG RESISTANT VENTED SOFFIT PER MFR WRITTEN SPEC IF i CATI (j_;N,-> CEjLiNG GYP BRD PER VARIES JRAt� INSTALLED NOTE- INSTALL PORJLAND Z-=_ CEMENT BASE PLASTER IN' ACCORDANCE VVITHASSTMi AND ASTM C 1063 NOTE- INSTALL ALL VINYL CV 1 WRITTEN SPECIFICATIONS i - ACCESSORIES PER MFR �8" THICK STUCCO FINISH TEXTURED PER COMMUNITY SPECIFICATIONS FBCR TABLE R*702.3.5 POURED BOND BEAM RE. STRUCTURAL) A PRE CAST ',RE: s-rRUCTURAL) NOT' RE'. FLOOR PLAN (SH I All 1 01'Al 240) FOR WINDOW SIZE. R -. WINDOIAIMFR SPECS FOR J7, C,ODE COMPLIANCE AND INI-T S. ALLATION DATA 1/2" GY'P BRD OVER L INSULATION ALUMINUM VVI 1x/2 TREATED FURRING STRIPS at 24" O.C. MAX ! GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) 12 VAfRiESS (,'�E. q !.,,(TREATED FURRING TYP at ,- 7 1r BOT OF BLOCK WALL MAIN FIN FLR__—rk 0'-0" INSTAL[- VAPOR BARRIER IN A01"'ORDANCE" : WITH ASTM E 1 FOUNDATION/FOOTING VARIES (RE- STRUCTURAL) I,--,- - - 1 `71 ORRY ViVALL SECTION SCALE: 1" = -0" 1' i all co _j U_ _j z tds 0 true design studios 9000 REGENCY SQUARE BLVD. C) SUITE 100, JACKSONVILLE, FL 32211 T_ LU F_ 041HOMON' Cif < :D 0§05 0 z w 0 w w C) C C> a) I rl- 1KT ti 0 z W U) Uj W z w U) co 0-1 w w w z U) (D z w < 0 0 ry 0 0 Uj i LL Lij z 0 H 0 al 0� 0 0 0 w 0 _j LL C) z (D 0 _j 0 z 0 = PROJECT NO w I-_ X DRAWN w DVO 0- < CHKD. X TSD 0 w z 0 w z cf) Z) 0 U_ W >_ REVISIONS: M 0 No. Description Date j 0 z w x L] w m < A400 E 0 0 z c a) U_ LU LU z 0 LU 0 U_ 0 C) U") cn (D 0 _j 0 z 0 = PROJECT NO w I-_ X DRAWN w DVO 0- < CHKD. X TSD 0 w z 0 w z cf) Z) 0 U_ W >_ REVISIONS: M 0 No. Description Date j 0 z w x L] w m < A400 E 0 0 z c a) U_ LU LU z 0 LU 0 U_ 0 C) U") cn E 0 0 z c a) U_ LU LU z 0 LU 0 U_ 0 C) U") cn i )ocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9C1C-12AA25, 9EC`2 1 i 1 1 _ n oe 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" V' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT /-- SHINGLE ROOFING ROOF .EN1ENT FLASHING SCALE: N.T.S. T 1. FOLD INWARD at PT. A 1. FOLD INWARD at PT. A (Z 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 t PT. C TOUCHES BOTTOM FLANGE BOTTOM 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 ROOFIWALL SCREED x 5x5 WALL FLASHING \ a„lkJ ti Uj oz zW :� c a 001 FLASHING x FLASHING (SEE DETAIL) FELT UND Y �y� WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING v , �a DRIP EDGE: OVERLAP-, 3'. EXTEND 1/2" BELOW SHEATHING, / FASCIA WRAP NOTE: INSTALL KICKOUT MECHANICALLY FLASHING AT BOTTOM OF FASTEN 4" O.C. MAX 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 N u 11, FA SCALE: N.T.S. CU1-0PENiNG N! APPROVED ': i0lP �I FOR BOX INS. A'. L.J',TIC�fi ---a- - � WRB LAYER WRAP I; WOOD SHEATHING -- - II -- - - - t\ LF_ �•:'. •„,^.L ray.. H;NG %1,E%`iD - ,NE Fi ASHING AF'i-'h'�r`✓L.0 .'Jiai Lr�`r [.it iF'i STEP' APPROVED HOUSEWRAP — - BELOW f CD CUT SUCH THAT N':) - 4- MEMBRANE ENTERS BOX; APPLY TO FACc ;! EDGE STcF .� STEP #D- ELECTRICAL � �ECEPAC.LE J�� I I STEP #L STEP #4 Txf STEP #6 SELF - ADHERING (MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH - ---SCIALE: N.T.S. of 2x SUB-BAND\W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & - / STICKPA i I 1 / DRIP EDGE \ `�\- FR P EUP F GE i ------ 1/8"- r/ 7i6"TEXTURED ` ( ;REFEPENCEPOINT ONLY, FOR V WALL OF' SETOF COMPONENTS j, FINISH @ WOODS$," TEXTURED y FINISH @ CMU , _ 1 1/8" ' �� V A ;I f..F_TAL FLASKiNG, V,] RAPPED MIN 4' ABOVE BOTTO�,,1 OF DRIP EDGE METAL FASC WRAP` ti-." FROM t \. li 2x SUB -BAND W./1/2"X? NOTH @ ✓I� `' END, WRAPPED IN PEEL & STICK STUCCOI, 1' FROM WOOD WALL! `ROOF CEMENT @- ROOF EXTERIOR WALL EDGE OMITI ED FOR \ ,(FRAME OR CMU) CLARITY SUB B.i�NL_vET,� j`� ,,u�� •,�'yAL� \ NOTE: NOTCH FOR 2x6 SUB ROO'v i'! :K JUT \BAND ONLY RcP;1C - - - 7-7- - - - - --- - - - --- { 1, DIRiP EDG C)I L x ------------------------- ---- - - P _ -----1 i > A NO a FNF� J' / ..� \ ^ '`'_L KICK T �'_J';SH,IN � �'� i - , . - F>=.T PAPER oA ELEVATION I\_ r a r_ n �i?Ir FDGF � ; 1E_T S,.- f WRAP i UFF F c.FERFN;:E POINT OP•!L'*'' FOR 1NOJC i f :'" =� LL OFF SET OF COMPONENTS '�'�- � PRE ENG'D TRUSS TO BE CUT (a A'">; D'.v' I i ` 'J`:ET-N FLASHING. WRAPPED MIN q" WALL INLET TO AVOID CONTACT I AEtOW- BOTTOIv1 OF DRIP EDGE W/ TEXTURED FINISH x SUB -BAND W'1i2'x? NC Tii @END, 2"x4"x4'-0" SCABBED '! .__. << WRAPPED !N PEEL & STICK TO TRUSS W/12d NAILS 6"-8" O.C. MAX k(�,)F CEMENT ( ROOF METAL FASCIA wVR•Ar - EDGE OMITTED FOR CLA, iTY 2x SUB -BAND W/1 ""x4" NOTCH cL END hnc _ L N. DETAIL a, WALL Wi KICK -OUT METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL a0 WALL 2x6 SUB BAND GPLAN _ K. ? "ALE. N.T.S. E CD CD OU CV � _O N"it APEX O � G � X N t4 co M J U- W _j J Z tds O true design studios U) Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 O ILLI I- U) � 4i J 0sft#H0ff0N . co IY /1 ,1 U) C) Z 0 >� w > cr_ C O O t` Nt L0 r` Z w Z w m Of w Uj W V) r� Z Z Uj O Q JO W U_ W Z O < U g � LU n F__; O X U - Z O. 0 ILL w Q Z I U Z --- J . _1 -- Q . _1 O U. Z UPROJECT NO: 0 F— ~ Z• X DRAWN: I . - Dvo �5 . Q CHKD: 0 TSD U- . O m 0 tc:) LU U . W . O U. 2 W. Z W 0' Cn Z D >q O >>L� _U LL CO I Z REVISIONS: Q O No� Description Date o O 1LLI Z U) __-- W w _. - -- Q F- A500 z 0 i )ocuSignEnvelope ID: 5249DB1B-6FC9-4BE9-9C1C-72AA26 9EC52 L -- ----- --- 1/2" (MIN) STUCCO FINISH -TEXTURED PER COMMUNITY — SPECIFCATIONS �- FLANGE CASING \ BEAD a` CASING BEAD at WN SCALE N.T.S. PRE -FORMED CONTROL- 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE ---- - -- FLASHING CENTERED UNDER ` T� •_ CONTROL JOINT (CLEAN X --� - i� MASONRY BEFORE APPLYING) r 5/8" CEMENT PLASTER / 12" WIDE SELF-ADHESIVE x FLASHING CENTERED UNDER. / { CONTROL JOINT (CLEAN / \ MASONRY BEFORE APPLYING) / `1001 PRE -FORMED CONTROL r JOINT W/ STRIP LATH T_ - ' #� X', X,� CC;' ROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD ' (AM66-ANGLED-1250) x K Z Z O a x' x U) U_=w � W E 9 w X >_� r .'x > Y VINYL CASING BEAD (AM66-1250) ` 1/2" (MIN) TEXTURED FINISH at MASONRY RASED BAND at BLOCK SCALE: N.T.S. { PRE -SHAPED STUCCO BAND W/ SLP TOP INSTALLED PER I RII MFR WRITTEN SPECS (RE: A' - - ELEV) --� SELF ADHESIVE -OR- FLUID APPLIE D D FLASHING CLEAN / MASONRY BEFORE APPLYING) . VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) q8" BACKER ROD W/ SEALANT EXTERIOR WIC, DOW HEAD at CMU SCALE: 1 1/2" = 1'-0" CONTROL JOINT__-- VERTICAL - CMU SCALE: N.T.S. 2 CORNER BEAD (FASTENER & SPACING at 7"O.C.) — N I - CMU -- 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPEGIFCATIONS COR[AER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ 48" STUCCO FINISH (RE: STRUCTURAL) GYP BIRD OVER ��, PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS RE: ELEV at CMU WALL (TYP) WOOD BLOCKIN I � j SELF ADHESIVE -OR- FLUID APPLIED FLASHING CLEAN MASONRY BEFORE APPLYING) PT i x WOOD BUCK i VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at-CMU SCALE: 1 1/2" = 1'-0" ELECTRIC METER --� - FIELD VERIFY \ LOCATION -�-- J - -- - -� STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES / SELF FLASHING UNIT ' i PREMANUF. V DRYER VENT CAP (SET IN CONT AREA TO RECEIVE - SEALANT) STUCCO SCRATCH COAT SEALANT at & 1 COAT OF PAINT W/ TOP & SIDES BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION DRYER VENT (BLOCK) SCALE: N.T.S. v FIE F_ ;-!) VRIFY LOCATION Sf Y 1 ul C,: SCRATCH COAT AND ONE (1) X, LP0-; ,,F PAINT T PRIOR TO INSTALLING ELECTRIC is CAVITY TO BE FILLED WITH RIGID POLYMERIC r- ISOCYANOTE-POLYBLEN FOAi 1 ("GREAT STUFF" OR ELECTRICAL (�;ONDUIT PENETRATION - -- -- WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE 6" SELF -ADHERING FLASHING BARRIER #1 �I WEATHER RESISTIVE r WEATHER RESISTIVE BARRIER #1 \ BARRIER #2 WEATHER RESISTIVE BARRIER #2 / ' \ a 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP d DO NOT CAULK OR 6" SELF -ADHERING a'- I-� SEAL OPENING FLASHING GALV'D METAL r '• ° • ° -- x GALV'D METAL "Z" "Z" FLASHING z FLASHING DO NOT CAULK OR -�1 1 1/4" X 6" SIMULATED SEAL OPENING WOOD TRIM MEMBER 1 1/4'' X 6" SIMULATED STUCCO WOOD TRIM MEMBER j CASING BEAD SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK SCALE: N.T.S. SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 8" BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD �I i GYP BIRD OVER INSTALLED PER MFR z 1x2 TREATED -- WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) V A 5&" STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 112" = 1'-0" SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. 1!_ V �--- FIBERCEMENT -OR- VINYL LAP f {; SIDING OVER APPROVED ;�' HOUSEWRAP INSTALLED PER FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS THREE COAT STUCCO FINISH EXTEND HOUSEWRAP WD SHEATHING — NOW OVER GALV MTi_ LATE; �. �— OVER NAILING FLANGE OVER (RE: STRUCT) 115# FELT OVER APPROVED H0US)E=0.1RAP ;D riFr`a;hING - r 11 FASTcN 10'IJDSTIR (;CT;_;RAL / MEMBER at 7" ) C MAX `-- M T L DRIP FLASHING W/ ' HEMMED EDGE SET IN CONT - TU ,: NIA 2 ALL BEAD OF SEALANT i %•`VEEP SCREED TRIM i,RE ELEVATION) 'i 1 EXTEND 12' SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT - - -- WIDE `TR!P St-Lr A �t' S1`: z BEAD OF SEALANT i A'.HING CLEAN INIA ONRY BEFORE APPLYING VINYL FLANGE CASING BEAD INSTALL-PnE PER MFR ';2' (MIN) STI_jC(, ; FINISH �Vx WRITTEN SPECS (TYP) X' r ; r1-KTURED PER COO I.IUNITY JC� h' �- S, E'.IF;.r^ !0NS, ; . L� 1I2' (MIN) STUCCO FINISH ' '•� TEXTURED PER COMMUNITY X\ Jn. x �( SPECIFCATIONS lr STUC C SIDING GYP BIRD OVER iI 1 x2 TREATED - FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED � INTERIOR HGR~IZ(.—_) sf`, ERs .I._ �_,P, `CSITI�j i` RAME TO BLOCK) SCALE: N.T.S. --- CAPIU LINTEL R _ ITFIUCTURAL' OF SEr.I ANT x- - SCLF=•GHt_:SIVE -OR j I-LUIC PLIF0 v\ F L ASHNG CI rN rPF EX E.R10R DOOR HEAD at CMU SCALE -1 " = 1'-0" ..' GYP BIRD + OVER ,2 TREAI-ED FURRIN : STRIPS -i t✓IL ,i�ALL i r � F' - - F x= RIAI.1E - ANCHC)R SWIM Al ,' NEEDED ;NTtrRK)P CMU WALL W'/ 1!2" (MIN) STUCCO FINISH (RE. STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE --�/` �I�T AL ,'OR FRAME EXTERIOR DO°R J I��0B at CMU SCALE: 1 1/2" = V-0" O O O 0 T 0 N APEX 00 C) O � i �xy T S1/ N � N M J W J Jtdb Z 0 true design studios > . U V U Q 9000 REGENCY SQUARE BLVD. qj o SUITE 100, JACKSONVILLE, FL 32211 O T O LU T3 _j 1"HolgoN (D. /> 1�� °J . ,' a �Ac@�``�\ Ste' U' C/) Z W (D: W O O O O ti Lo 0 SCALE: 1 112" = 1'-0" SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. 1!_ V �--- FIBERCEMENT -OR- VINYL LAP f {; SIDING OVER APPROVED ;�' HOUSEWRAP INSTALLED PER FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS THREE COAT STUCCO FINISH EXTEND HOUSEWRAP WD SHEATHING — NOW OVER GALV MTi_ LATE; �. �— OVER NAILING FLANGE OVER (RE: STRUCT) 115# FELT OVER APPROVED H0US)E=0.1RAP ;D riFr`a;hING - r 11 FASTcN 10'IJDSTIR (;CT;_;RAL / MEMBER at 7" ) C MAX `-- M T L DRIP FLASHING W/ ' HEMMED EDGE SET IN CONT - TU ,: NIA 2 ALL BEAD OF SEALANT i %•`VEEP SCREED TRIM i,RE ELEVATION) 'i 1 EXTEND 12' SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT - - -- WIDE `TR!P St-Lr A �t' S1`: z BEAD OF SEALANT i A'.HING CLEAN INIA ONRY BEFORE APPLYING VINYL FLANGE CASING BEAD INSTALL-PnE PER MFR ';2' (MIN) STI_jC(, ; FINISH �Vx WRITTEN SPECS (TYP) X' r ; r1-KTURED PER COO I.IUNITY JC� h' �- S, E'.IF;.r^ !0NS, ; . L� 1I2' (MIN) STUCCO FINISH ' '•� TEXTURED PER COMMUNITY X\ Jn. x �( SPECIFCATIONS lr STUC C SIDING GYP BIRD OVER iI 1 x2 TREATED - FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED � INTERIOR HGR~IZ(.—_) sf`, ERs .I._ �_,P, `CSITI�j i` RAME TO BLOCK) SCALE: N.T.S. --- CAPIU LINTEL R _ ITFIUCTURAL' OF SEr.I ANT x- - SCLF=•GHt_:SIVE -OR j I-LUIC PLIF0 v\ F L ASHNG CI rN rPF EX E.R10R DOOR HEAD at CMU SCALE -1 " = 1'-0" ..' GYP BIRD + OVER ,2 TREAI-ED FURRIN : STRIPS -i t✓IL ,i�ALL i r � F' - - F x= RIAI.1E - ANCHC)R SWIM Al ,' NEEDED ;NTtrRK)P CMU WALL W'/ 1!2" (MIN) STUCCO FINISH (RE. STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE --�/` �I�T AL ,'OR FRAME EXTERIOR DO°R J I��0B at CMU SCALE: 1 1/2" = V-0" O O O 0 T 0 N APEX 00 C) O � i �xy T S1/ N � N M J W J Jtdb Z 0 true design studios > . U V U Q 9000 REGENCY SQUARE BLVD. qj o SUITE 100, JACKSONVILLE, FL 32211 O T O LU T3 _j 1"HolgoN (D. /> 1�� °J . ,' a �Ac@�``�\ Ste' U' C/) Z W (D: W O O O O ti Lo 0 U) W Z w W m � W W w Z Z w Q O 0EE Q O w LL w Z 0 o W O X Q o Z 12� 0. 0 ILL LLJ Q Z I U Q� Z a_ LL 0 J O -- U . O U PBCJECT NO. 0 . U LU w � X DRAWN. Z ' DVO (O—n Q CHKD — -- — Q Q TSD . 0- CD Q Ln LU C/) z LU. O Q: W U. 75 U Q cn z (D Cf) Z 0 Q 1 U_ 1 . LIL �I Q Z REVISIONS: < 0 1 I No. Description Date Q J Lij 0 U) Z = - - - U - - - - — f_ — W W - WX L U - -- --- - W C0 A501 z 0 )ocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9(_- �U U AFI PH RIFY AC COND LOCATION V/ SITE PLAN Q \ I 1 6 AFI �- PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A N ` E_ SERVICE: 120/240V, 10-3W MOUNTING: SURFACE LOAD '� DESCRIPTIC'i POLES BRK TYPE � CIRCUIT NO. PHASE CIRCUIT I BR,K POLES NO. LOAD DESCRIPTION TYPE WATER HEATER 30 1 �. B 2 4 20 20 1 R APPLIANCE GFI R APPLIANCE GFI 3 SYS. 1 CONDENSING UNIT M 2 30 5 A 6 20 1 L,R GREAT ROOM 7 B 8 20 1 L,R DINING - SYS. 1 AHU M 2 20 9 A 10 20 1 L,IR BED 2 11 B 12 20 1 L,R BED 3 DRYER F 2 30 13 A 14 20 1 L,R BED 4 15 B 16 20 1 L,R OWNERS OVEN!RANGE _ - _ -F 2 40 17 A 18 20 1 L,R GARAGE/EXTERIOR 19 B 20 20 1 - SPARE _ REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 20 1 - SPARE DISHWASHER!DISPOSAL F 1 20 25 A 26 20 1 - SPARE MICROWAVE/HOOD F 1 20 27 B 28 20 1 - SPARE ----- LAUNDRY - R 1 20 29 A 30 20 1 - SPARE Q� 1 S t IEV EL �C� C A L MIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" CONNECTED DEMAND FINAL LOAD LOAD DESCRIPTION LOAD (VA) FACTOR (VA) j GENERAL LIGHTING (3 VAIFT2) F ! SMALL APPLIANCE SMALL APPLIANCE LAUNDRY CIRCUIT DISHWASHER -- - r WASTE DISPOSAL - WATER HEATER OVENWANGE � MICMIC OR�WAVE/HOOD GARAGE DOOR OPENER DRYER _ GENERALLOAD GENERALLOAD _ HEATING/AC (2.5 TONS + 3 kW) _ TOTALS = . 120/24OVSERVICE/FEEDER LOAD (A) MAIN BREAKER (A) �0 VERIFY AC COND LOCATION W/ SITE PLAN WP GFI - _ E ELEC PANEL AFI GFI IRR I�1 VP 46, N SW IN ATTIC �SVC I ELECTRICAL LEGEND f SINGLE POLE SWITCH I � � DOOR BELL BUTTON :i 3-WAY SWITCH CI DOOR BELL CHIME { t�. 14-WAY SWITCH -- - -- GARAGE DOOR— BUTTON Iti DIMMER SWITCH � GARAGE DOOR OPENER i � 220 VOLT OUTLET r GFCI DUPLEX OUTLET I GFI I ! DUPLEX OUTLET CEILING OUTLET CLG AFC! DUPLEX OUTLET j FLOOR OUTLET R. I S".fir KE DETECTOR - 1 a - — JUNCTION BOX f CARBON MONOXIDE � F2 �` - —M-- --- I— CARBON ONO —XI DE & .TOR � SMOKE DETECTOR i �Li `JI 'ION OUTLET I NETWORK OUTLET SERVICE PANEL - ------ I PH TELEPHONE OUTLET - ! - f i T SEERVIO-E METER Q GARBAGE DISPOSAL Ij I : y. i'�'JALL MOUNT LIGHT SINGLE SCONCE j i 'FLOOD LIGHT �� DOUBLE SCONCE STRIP LIGHT STAIR LIGHT i BATH FAN & LIGHT i'1 COMBO - VENT TO EXT T - - ---- -- - I BAI H FAN - VENT TO EXT CLOSET CASTER i I:hIDER CABINET LIGHT CASTER LIGHT I Ufa- j PULL CHAIN LIGHT I f KEYLESS LIGHT FLUSH MOUNT LIGHT i `jHANGiNG I HANGING LIGHT - - -- - --- --- ------ ----- ,_ ;HANGING PENDANT _ I MINIATURE PUCK cf`iD r ; LIG; iT ''LED FLUSH MOUNNT MINI I LIGHT � I RECESSED EYEBALL DISC LIGHT I I LIGHT - - F'_L!ORESCENT LIGHT 1 I ( FLUORESCENT LIGHT RECTANGULAR PR ROUND PRE -WIRE FOR ' I CEILING FAN CLG FAN ROUGH -IN ' PRE -WIRE FOR LIGH ) ED CLG FAN W/ CEILING FAN �� LIGHT I ROUGH -IN U 0 cy o p APEX c x o cv C� cz; N oo co a� ILL .JI t d true design studios, � . Z O CO Y 9000 REGENCY SQUARE BLVD. a) Q SUITE 100, JACKSONVILLE, FL 32211 0 o 73 o W C I— Cn # . > m c3�a�ay K '60 d" A VP 11111%6,11 A \ \ e� W ��s V _ 0 � z LU W IY 0 0 0 L O U) � � W �LLI W 00-0 � Z_ (!j Z LLJ co Lj- ® w Lit W O > Q Z W C) W 0 Q LJ w . FFFF LLj W OLL x z OIm- z o: < LLI p, O IZ z . O a_ U ILL 0 w: Abbott Park Q , O U J - - - _ __ _ — to w LOT 011-02 0 Q w U Q z z (D 0 PROJECT NO W O 2020.004115 ZDRAWN: . U DO 0 w CHKD: S0 ~ JAC x — Lu w a_ x Cf) Q co m z a 3: w Q z � o• O w cry 73 O 4 z cn Q . O 05-22-2020 o I 1= w U REVISIONS: Uj LL r Q No. Description Date w � J Q U O �- z - zz = O U 0 W I— x El 00 W D_ Q 1 _ DocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9C1C-72AA2579EC�2 DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2, 3, 4 N Buildinq Code Florida Building and Residential Codes 6` Edlt,on i2'i' Code for Design Loads ANSI/ASCE 7 ROOF LOADING'..... ..... TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE: ATTICS WITHOUT STORAGE BOTTOM CHORD DEAD LOAD WIND LOADING .......... _ ASCE 7-10, 3S GUST BASIC WIND SPEED EXPOSURE CATEGORY - BUILDING CATEGORY... ... ENCLOSURE CLASSIFICATION INTERNAL PRESSURE COEFF. C&C DESIGN PRESSURES.. _ FLOOR LOADING.... ..... _. . . TOP CHORD LIVE LOAD - TOP CHORD DEAD LOAD..... BOTTOM CHORD LIVE LOAD... BOTTOM CHORD DEAD LOAD. 1 2� -? PSF PSF .i, PSF PSF NON-C PSF = 1 6G MPH ENCLOSE[ 0 18 (SEE TABL I C,, 40 PSF 10 PSF 0 PSF 5 PSF SPECIAL FLOOR (GAME ROOM) LOADING C, - 1 _uJ TOP CHORD LIVE LOAD..... 60 PSF TOP CHORD DEAD LOAD.... 10 PSF BOTTOM CHORD LIVE LOAD. 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF MAXIMUM FLOOR TRUSS SPACING 1r" c� DEFLECTION CRITERIA ROOF TRUSSES ................... TL ' 8C _L MAX 1 LL1480 TL i 360 OPEN WEB FLOOR TRUSSES LL 480 TL 240 WOOD I JOISTS..... _.._... - _ TL MAX ' LL ' 360 BEAMS. ............................_- - TL ' 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPP ''TIN [_ xT[Rl;;t. ABOVE SHALL NOT EXCEED /. DE_ I ECTI _)tv TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURE WINDOWS AND DOORS EFFECTIVE T )NE DESIGNATION WIND AREA IZ - Intent [ t I:n: 0 - 20 ft2 +28 54 :S0 96 1 +28 54 21 - 50 ft2 +27 17 29 59 +27 17 51 - 100 ft2 +25 52 9c -25 5 101 - 200 ft2 +24.25 t; 6; +24 2' - VINYL SOFFIT MAX PRESSURE tpsf +28 I_ GARAGE DOOR PRESSURE +21 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301 2 (7, Ii 1STFIAOR 4.0 FT (TYP) � END l TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ^.c )TFS 3 4 U' STUCCO AND DIRECTLY MIN'%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%,"24/16 w = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.0 IN THE ^ � I- N Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w� 0 Z ALL OTHER VENEER MIN %6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL �Q (NOTE 8) W/ 8d COMMON: 6" O.C. 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'Y32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Y c� z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.0 AT PANEL EDGES AND u Uj 8" O.C. IN THE FIELD LL Q O 0 w z SHINGLE AND METAL ROOF /5 MIN 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VVITH LONG DIMENSION 0 T_ (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN Y8' OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d ORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %2" 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 FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. = 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. 'V32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL C BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD. SHOULD BUILDER SPECIFICATIONS ALLOW MIN STRUCTURAL REQUIREMENTS ARE 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. %2' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW. t%2" 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 NOTES 1, 2, 3, 4 DIAMETER LENGTH 8d COMMON 0,131" 2-1,!" 8d RINGSHANK 0.113" 2 %" 10d x 1-'Yz" 0.148" 1-1/2" 10d 0.131" 3" 1 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-Y4" 16d COMMON 0.162" 3-Y2" TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER IV PRESERVATE FASTENER TYPE ACZA STANDARD CARBON STEEL STAINLESS CONNECTORS AND SODIUM BORATE (NOTE 1) 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 Al- 28 DAYS (UNO). 2 CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 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 '/2' 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 V 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 y' 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. PRE-ENGINEERED TRUSSES & I -JOISTS ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES 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. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION. SPAN DIRECTION, SPACING. BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 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. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON MITEK USP FASTENERS FASTENERS (8)'/4 X 1 YP SDS SCREWS DTT2Z IN STUD /2" 0 X 4 /2 WOOD SCREWS INSTUD 9 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4'/2" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END ----- (18)0.162"x2'/2"IN (18)0.162"x2 Y2"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 Y2" MTW12 (7 1) 1od x 1 (NOTE 2) 46" 0 x 6" EMBED ANCHOR 4a" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Y2" IN (26) 0.162" x 2 Y2" IN HTTS STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) 46" 0 x 6" EMBED ANCHOR �6„ O x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)Y4' x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7 " 0 x 12" EMBED a MSTA36 (13) 10d COMMON MSTA36 (13) 10d CCMM'_)N 7/$" O x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE ( 10d COMMOI I N (7) , „ (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 MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) 'Y," x 2 ''/4" TITEN (5) %' x 2 i3' TAPCON IN SCREWS IN MASONRY (11) 10d x 1 '/2" IN MASONRY (11) 10d x 1 Y.. IN (8) 10d x 1 Y2" IN TRUSS (9) 10d x 1 '/2" IN TRUSS META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 1/2" IN (11) 10d x 1 '!" IN STUD (12) 10d x 1 '/2" IN STUD__ _ (8) 10d x 1'/2" IN ABU44 (12) 16d COMMON NAILS „ „ U44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTERPA (NOTE 6) 48 O x 7 EMBED EPDXY 48 0 x 7 EMBED EPDXY (12) 10d x 1 '/2" IN �: � (4) Y4 x 3 WEDGE 80L- STUD (5)8dx1Yz"IN OR EQUIVALENT IN S T UG+'i - (5)8dx11/2"I^d (12) 16d COMMON NAILS (12) 16d COMMON NAILS I' A BU66 4"0x7"EM BED EPDXY 6 PAU66 4 " x 7" EMBED EPDXY 6 !Zj O H2.5T/ T TRUSS RT7/ 1 TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 11/2" IN RT7AT (5) 8d x 1 DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 11/2" IN TOP PLATE (5) 10d x 1'h" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RTBA TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 101 COMMON IN BEAM (5) 10d x 1" IN (5) 10d x 1 r IN TOP PLATE TOP PLATE (16) 10d COMMON TO HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) 'W" x 2 Y4' TITEN G 2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY (26) 16d SINKER OR EQUIVALENT - (28) 16d SINKER IN WALL HUC212-2 (22) 16d COMMON IN HEADER HD212-21F (22) 16d COMMON IN HEADER 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING (12) SDS '/4" x 2 Y2" LUGT3 FRAMING (12) WS25 %° x i (4)%" x 1 '/2" SDS SCREW (4)'/4" x 1'/z" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) ''/4" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIV,ALEtN-F (4) SDSY4" x 1 '/2' SCREWS (4)'/4' x 1'/2" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER HGAM10KT Y4 TRUSS/ RAFTER (4) /4 x 1 /4 WEDGE BOLT (4)'/4" x 2/4" TITEN SCREWS IN MASONRY OR EQUIVALENT IN MASONRY 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 ALT"IEP.NF- ! ;-z 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 3/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 3/" 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". 7. 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. AM\ O I t: O Q 1 04 0 APEX ,IT N U 00 N ENGINEERED JEERED LUMBER, /4 WIDE, UNO. it ! L LSi. BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4" BEAM) 1 M ?_•F Pt ;! , MIL JL ENGINEERED LUMBER 1 3/4" WIDE _ ,,! ! . R_ D L.JP., B R O/IDE. ONO. N PR L I -)r—E_ ) ,NEB HEADER N IN FERIOI . P JOF i_0AD BARING WALL, SPECIFICATIONS LL ! OUTLINI'_: WALL SECTIONS, DETAIL SHEETS L1�tds -6 -� . !N'TE 1 L��i" +' l AJa H id0 L1Pi_Ii=T. NO UPLIFT ANCHORS REQUIRED. MINIMUM J J Bnr rr _. ., _ °dCFiOR ^, O.0 (U^. `,J ; RAMING PLAP! OR true design studios > . z _ O Y 9000 REGENCY SQUARE BLVD. v 37 --- - - -" Q SUITE 100, JACKSONVILLE, FL 32211 C6 TlNi; TI V Plfi!C iOSiUL,J. —,j 0 C - - - ---- Nt1 STUDS + T -1 F 4,ND GRADF !!NO W 1 - -- hiD.JI + . ._. � .. ai � ii','v ��F if -'IF j-, i t; i' j! ' JR I c :D t13 cofifff"UMON zi t;.;: v N DDOV'/N PEOUIRED AT BASE OF COLUMN I lt•IU, n : -)I :t-,I Ni `-,`4APPING REQUIRED FROP.4 2ND LEVEL .>_I _ '-- 37UIDS'HE.ADER/BEAM 00VIVO -r�::< n- L„ STUD f I' �I � _ A 1 •�• b �F S :D COLUMN LLJS --- - -- --- ONNIF T' f, ST E, h� E ,._C . 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Q r u _ .VNI 7i i "2) ROWS 1 % ;C 8 O.C.; S T AGGERED ALONG EACH EDGE. w ., raF it-K N... JYC C',iE"ILL+ _ "! + �.:t +tdL .=i� OI' I'l cl�O Rl�'. 1..L z i , Kif.IG S I UD AND ( i SDVVC15450 KING STUD TO BOTTOM PLATE r P�`+'•!''O CONNECTION REOUIRED FOR OPENINGS AT FIRS? O a `' =tN, L :.;. S`IS L.i:1 IS ABO' E. U LL i LL 3. f-I'` FOL;- ,`,dli�-'Fy,'� ' r' `� Q t` NECTION REQUIRED FOR WHEN' ! ND t.E� r_L F LO01, SYS E t,1 iS ABOVE. w . J , E SE:.'TICN IHE;'.DLRS) S!-Abbott Park S � �Q1 ``- LOT 011-02 0 • _ ! J.>5 RL . ? HTS .vl (1Z, 11,J x: ,-i ' (OR EQUAL APPROVED BY FOR). Q W CK BELOW NGPEADERS MAY BE FRAMED .AT 24" O.C. U Q z /z/D ' I" '`AM I N G NOTES V cn — - O PROJECT NO. w C I i'"LE BE USED IN ALL L)RI:I_ED .AND EPDXIED ANCHOR APPLICATIONS . 0 2020.004115 C'Nt 'ARCING S I Ei L t it Y Sc EMBEDDED TO THE SPECIFIED DEPTH, IN O LL -i1JIt 7 GREATER T I LAIN 'SPECIFED ANCHOR DIAMETER,). z O rr d r'E : E AND VVU(DD b0: OM PLATE. MANUFACTURER'S = DRAWN iL L f o . ;rI'. I I� -:ILi r! i _r _ -" U DO 0 !1_IS . I : r.�•. r: IJ i ALLAT�OINi LU F 1 1 IFn _)ry I)r J!' G END=D FOR DRY USE ONLY UNO. ALL WATERPROOFING AND FIRE SAFETY CHKD: U) E L I tE F ESP !r -t' T NTR.ACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF U) I t1F T,,! CONNECTORS � r.. ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W w CL J N +- i\, ,�i J B Nl `, 'II ^ 'F TO EE PROVIDED BY TRUSS MANUFACTURER. Q Q i ('i ri FLY :. i, 1) tN ,`.i C `.'�RrJEi�5 TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U li- PLY , 'v ; L GIRDER LOCAL IONS -1-13 BE CONTINUOUS THROUGH FLOOR Q ��♦I11i11/U/!' (/) E I' IC i; C_.C!r,, E FADER JAC;!4h:ING S' UD GROUPS) rs'(N LA&/, i,� to 4 do TOENAI! S OR n (� 6d COMMON END NAILS. i- ♦ G• i )•'c r�- _ ti , ,LrTcc hrITS (3)8d iOE t t NG,EI m ♦ z — C iD S'i If Gt, :, GIRDER OR BEAM NO 85166 Q j D_ If 1 V"JS A S tVC L.! (3k. J .. ! JRAL Pt_A,P;, UNO W (—DocuSigned by: .•.k �/ �V HF_:=11 FILL: .'4� C B OR PLYWOOD O 435 _.�• :Ma 0 �. 3�4��tD �Q �F tiL 1 i� HI C ALJr-...•; Q O 05-22-2020 0 �- w U REVISIONS: Q rNo. Description Date w CO I J - - U C7 - -- - co O J O O z = 0 U w I- X W STm1 a_ Q CMUNETAL CONNECTOR ENGINEERING f'2�j`J -ITHF7 tPTiOty PRO'✓IDEU 1S eNn1 EOUAL rION 5H01Vtd PL4,14 OF,', 1) AIL jo-�_--cuSign Envelope I D 5249DB 1 B-6FC9-4BE9C 2020 V1.0 C-3EINERAL FOUNDA'l-ION NOTES: 0 70'-0" VERIFY AC COND LOCATION W/ co SITE PLAN SIM 9" CURB C:): -6" T - 2. )DD LT 0„- 29'-6" 5'-0" T-2.D �T 1 j2D 4'-7-1/2" 4'-6"_ — — — — — — — — — — m ■ 1 1/2"-4 QT2. D Z U) 0 0 0 0 LL C/) < U) Uj _3 0 Uj F Fl- A 6 ) OPT _2. D 2--6" C14 C? Ni I? T Q-2. D 5).; H cli 8'-0" EUD UNDAUO N PIA 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 59'-10" 0 0 7 v. I t-. �LAn ON 1-IM/AUC O.",HLL BE MINIMUM ) 112 1 rllCr\ AND �IAV` MIMMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO� C) 0 HARTIA AND E.L.R FF; FILL SUPPOQTING SLABS ON GRADE IS N 0 ASSUMED TO HAVE A MINfW RF.,V,'ING CAPACITY OF 2,000 psf, AND L0A SH/001 BE FREE ORG?'�, AND COHESIVE SOILS. PEX THE FILL IN 12 1IELEAST 95% OF MODIFIED 00 a) PP T " . . . `:) THE OWNER'S OR 4- -P NIA-XIMUM DR x ONFIRM THESE ASSUMPTIONS. OR, CD (D IF !-01-4 FRACTOR OR B!j FICIAL DIE ERMINES THAT THE 0') S011 IS Nr')T_,;IjITABLE FC)R 2 .-,�F BEARING CAPACITY, CONTACT f'OUNDATION nI IMAY BE REQUIRED. LAB _!DR FRAtv'�FS, Mll'-ST BE RECESSED INTO THE S vVITH ?HE BUILDING CODE. CONSULT !NG GLASS DO(-',RS PLANS FOR LO ,'!OBI 1 () BJ' OF SUD t 1 EMWALL. AND MON01-!T I IIC FOOTINGS ARE , �A SEE SHEET-1- 2D FOR A! TERNATF _T MkA, LL ILL • 24' V #4 BAR IS RECOMMENDEDLLJ TO BE INSTALLED AT ALL _j RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON a) SHEET ST-2D. > true design studios z 0 9000 REGENCY SQUARE BLVD. FOUNDATION KEYNO-FE& DC1 < SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 C:) c.''x3' DEEP THICKENED 12" DEEP FTG UNDER BOX CD EDGE wi (1) #4 CONT B COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN LLJ Cy. U) 24"SQx2O" DEEP FTG I C, *SQx-i 2" DEEP FTG D W/ (3) #4 EW (D 01HOMN' D 30'SOx20" DEEP FTG 3-:' "SQx20" DEEP FTG > ot m *4 EW F 14 wj'(4*1 #4 EW _j f , 4�','SO)x24` DEEP FTG #5 VERTICAL DOWEL TYP Lu Wf F 81 AS SHOWN, SEE MASONRY NOTES ON ST-1 < CL SLAS EXTENSION :D 0 tj L L ROUGH U) OPE-NiING OJIDTH z LU LLI C) C) CD N 0 r DIP HOR-rON NOT ALLOW FIBERMESH AS AN ;T Nt_ER NAVE TiC :�PF AS Sr lFIED IN THIS PLAN SET Ln 1 iEDRRIAPi)k011 rOOROVEDWOOD DESTROYING z � . T _ATME -0 BE ,.'j RE _N! I E APPLIED AS DIRECTED BY PRODUCT Uj MANUFACTIUR ER AND DR HORTON co W < LIJ z z Lu U) co W 0 U) iZ Lij Z> LIJ z < 0 0 > 0 < z ILLJ w < 0 w W.wW J 0 x ILL z 0 z 0: < 01 1211� LLJ 0 I`_ a- z . cl� EE 0 a- LL ILL! _j Abbott Park < 0 _j Ll_ LOT 011-02 0 ILL! F_ . < z z U) Q PROJECT NO LLJ C, 0 _j 2020.004115 0 0 ILL z 0 DRAWN L DO 0 C) LU CHKD: x EAF C/) 7 LL] w a- C) x U) < LAIV U) z No 85166 L1j DocuSigned by: < Z ILLI _tDAbEr435_ 0 -13 4r 00 • A Al 0 R z Cp --fie ono z S, 7 0 05-22-2020 w Opo U) REVISIONS: LU LL r < No. Description Date w U) 0 Sjig N IT Y%RY ISO M E"IMC z 0 LU X ILL] ST=2 n ING :)ocuSign Envelope ID: 5249DB1 B-6FC9-4BE9-9C 1(. .,L CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \ y a 4 VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH A.F.F. SEE ARCH - (MAX 20" 4 --- a a ° - DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL `— VAPOR BARRIER 16" UNDER 2 STORY WALL N BEARING CURB STEP SECTION - 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 �7 I w = cn 1fQ O U w'i - j LJ �� c o b, L • o ,/ o _ 6 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. - ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON END PLAN 2 _STEMWALL SECTION 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. 0'-0" A.F.F. (BEYOND) U FLOATING CONCRETE - w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING - -- - / UP TO 3 COURSES: 72" O.C. j �� L 4 TO 5 COURSES: 48" O.C. 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 U) CONT w U) Q� FINISH O GRADE TU, I \� ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN ( STEMWALL CURB SECTION 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. (1) #4 OR #5 CONT. , CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \ MINIMUM 24" (1) #4 OR #5 90" BEND @ 48" O.0 36" MAX VARIES PER ARCH PLANS — 12" MIN X` ° r\ VAPOR BARRIER FOOTING ON FIRM a• UNDISTURBED SOIL /v Y 6" OPT. EXTENSION IN BRICK LOCATIONS �~I ON END PLAN 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 1 /\ MONOL-OTHIC FOOTING SECTION - 36"_MAX DEPTH —/� '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 T-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB VV/ 6�r5 W1 4 x W1.4 '�AtIAf: ;R U RBERNIFLSH O SEE ARCH o U v W ! (MAX 16") CD -7 X 0 t'Os. B AF�RIER- �\ \ c\j 0 00 FOOTING TO BEAR uN-------% i 6" OPT. EXTENSION IN BRICK a FIRM UNDISTURBED LOCATIONS ON FND PLAN cV sue\ 12" UNDER ^: STORY"V-V-ALL ; j' tds � i(2) #5 OR (2) #4 CONTINUOLS i �— ADDITIONAL NO. 4 OR NO. 5 I - ---= BAR IN BRICK LEDGE LL 16 UNE)FR 2 STOPY':1 .:(� w I LLU (2' #5 OR r3) 74 Cnn!Tlra!01 `.' i J 1> tme design studios IVI'-JWCIJ = � iIC FOOTING SECTION z 9 t!- v CONSTRUCT h'1 TON IF .ANI' OF THE O Y E U 9000 REGENCY SQUARE BLVD. • C'��•,/\Li_ !-%EF'�H Gr MONGLI , HIC ,'Oi)R EXCEEDS 28" • L:Fa uNL` aDJ.�CENT i O FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 " MI. S'"tiUC:TURE STEEPER THAN 1'-0" VERTICALLY ER .'. H'R ZONTALLIfO PREVErIT EROSION OF SOIL. O � C3 _-. CONCRETE SLAB wi 6x6 l' #4 OR,'2) #5 !�QNT;N iOU`3 - W1.4 x Vd' 4 WVvt= OR LJ 0w.��y""MOM000vvo11=001MMEUMN''Mm"101m A\ �' FIBERMESH ~ cn RHOEN' 0 J \ .s' a � "\:4% s �� \Ng 02 ?WWI Lij `— VAPOR BARRIER Q 3'BL' r:ING VYALL FOOTING SECTION r-- ---- --- U . / z W 0 CC%NCRETE r;l_I=.B • , .3z6 - LL1 CD iiS F ;"di SH O 0'-0" A.F.F. O '--qSEE ARCH rn DETAILS 1 8" MIN r` Lj 00 Q �y EP-Li'"VV'N :! ,- -- ! VAPOR BARRIER iLJ tttJ z LJ .4 'LIRB STEP SECTION m � U) w W W 8" UNDER MASONRY WALL Z_ �- 6" UNDER WOOD WALL > O Q ^•iC?E I- -j z Q _.x,V 14xW1' c' ' _ LU Uj OR FIBERME:; i Q JARie:S # i i SEE ARCH . 11J L1..i - (MAX 16 ; Of /�T� O x . \ ` ILL LL r d '` 12 M I N z r �-X Z +PCiR BARR!Ek •` .`•/ i /��/��/\ O < 0W I_, 1 i— 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN a_ Z . UNDER 1 L1- k2: #5 OR (2) #4 COt`1T!NUCUS ! ADDITIONAL NO. 4 OR NO. 5 C) ILL BAR IN BRICK LEDGE Q ?6' UNDER Z STOR`r A,'A!_L ,,,': W , '(21 #5 OR (3) #A CON-; Abbott Park < O U 5 GAP.AGE EXT VIIALL CURB SECTION —I .?NTAC I E,) R PRIOR f O CONSTRUCTION IF .ANY OF THE Q LOT 011-02 0 r Ji10Vt'ING JCG'UR w • OVER/-1 i_ _%EPT; I OF MONOLITHIC POUR EXCEEDS 28" Cj Q • GRi1UND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z Oivi 5" RUCTURE STEEPER T HAN 1'-0" VERTICALLY U' PERi' 0' HJKIZCNTALL,fiG PRE\/cNT EROSION OF SOIL (J} O PROJECT NO W .oNCRE i r. S! , . vV/ exc5 —� 2020.004115 LL Fib"_ RN1ES! -I \ z O A,F F DRAWN SEEARCH r DO 8 - (MAX 20" - CD . -- - ; - - - ----� DEEP) CHKD X EAF . - - -- t4„ Lu W J -- 4" EXTENSION U UNDER BRICK VENEER Q �t1111 t 1111"��i cam!) Uni �i } ��``, J5' ••E•N 0 2 VAPOR BARRIER m ,•'�,�G S'�•,9 Z No 85166 a" I. IN Z :� * • DocuSigned by: • * Q .O•• oF435�•/� SECTION J"� 0 6 % z ��''�.S/ O N A� TYPICAL REiNFORCIN." 0 a BARS A I- Tt IiCKENED p 05-22-2020 p 1 FOOTING SEE PL11-',N I= W MIN 24 LONG #4 OR #5 ~ BAR SET T MID-CEPTI U_ REVISIONS: W OF SLAL3. , ": r ALL No, Description Date ~ RE-c NTR,'\N T CORNERS Q P W > J 0 -- W - O I— !iCUSE SLA•5', 0 'I � Z _ 0 RE. -ENTRANT CORNER 0E—jA!; . U (RECOMMENDED) � - 'LAN VIE'V'V. DETf11L TYPICAL X � LLI T2 ■ RE-ENTRANT !,0 RNtP.S LL DocuSign Envelope ID. 5249DB1B-oFC9- E-9-9CiC--2IA =EC` 7 -0" H r-m-1Y ■ 0 W-1 L-2 - • m 5'-4" 2 4'-8" 6-8" T-0" F-----I I I I I I I I I I I I I I I I I L — — J 8'-0" 4'-5" 3'-5" 61-8" 6-8" L 6-8" �, 5-0" �, 6-8" �, 6'-8" ;, 6-8" y T-0" 1 k ' IEV EL D O W EL PIA C F- - Il'�T T PIA I� WHEN PRINTED ON 22"x34" ! oa! CAD f�? ci 0 -- - - - - - -- - -- ri E • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. rn o • 8U LINTELS 'V,';Y EE FILLED OR UNFILLED. N p cy • 8F LINTELS SHALL Es_= Fit LED. NU • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. � APE � � • DIMENSIONS ARE APPROX!MATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O. 00 • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. x o as • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE rn • SPANS MAY "IfARY -+' 8" FOR ROUGH OPENINGS r DOWEL LEGEND �`�•, NOTES APuI_! .,\B!_E ONLY PVHFP,E SPE-CIFIED ON PLAN ----- - - --_- w ■ NO 5 BAI: tip; VER.?';C:AL BAR IN FILLED CELL W/ MINMUM- d 25" L,P `I1 R -j t S $ NC - ,E: !N FILLED GE!_L !^d; hd!N!PJ1Uh1 trace design studios > . O AQ -Ai. B,`F iN FILL ED CELL VV! MINIMUM Y 9000 REGENCY SQUARE BLVD. Ur ° i = . ...PF'LiES ONLY IF OPT OPENING INSTALLED SUITE 100, JACKSONVILLE, FL 32211 Q NI-1 A- i. ,;i_ ;<F_I;vrGRCEMENT AT CMU COLUMN AS SHOWN, CD CD HE -I'.. I �._ • .�: rJL _,O�)c COLUMN cn hvU LS ;rPL.-,6�r_ ,N y ;°Ji 1ERE SPECIFIED ON PLAN 041"KHO-1810V oo SEE SHEET • rx FUR T1'!'ICAL NOTES) >a) �-N 0a 1-- "! t: iN i2` INTEF KSEDI "1TE JACK STUDS REQUIRED BETWEEN o ?� � a � as - e ��a a \� M '� \gA 2 SEE IN-ERi6 ii r?V':?Li DLT +iL ON DE"AIL SHEET. IN w LOCATIONS / HERE in 7ERIOR' cJ1FARWALLS HAVE VAULTED TOP O PLATES, ALSO SEE IN T ERI.CR SHEARWHLL AT VAULTED TOP PLATE < 1� ON DETAIL Si*-: T C) . co AT i'ACH S`A PLGC;P r,i:�:-'HRAGM PER ONE OF THE F-OLLOV`VING: A. IF FLOOR tv: ^ E L;V'E S'V"V A T T ACII FLOOR TRESS U C <L, i ,; -,\j DSL 713P PLAT E Wi 10d (a; 3" G.C. z B. FRAME !=, vu SHL = --H SVVT O FLOOR DECK ABOVE. ATTACH j W FLOOR LJc(:K. TO Sh/ DOL TOP PLATE W1 10d @ 3" O.C. 0 w 4 HIGH UPI IFT Ci)INNECTIoN 0� • FA TF.?.! '_ ! f:Y >"Un , �) 1i7L PLT Ivi SP2 0R SDWC15600 @ MAX 16" O.C. O 0 • SEC(INU EVLt- 1 vALI... STUDS STRAPPED TO FIRST CO LEVEL WALL STU'•_i ; vvl f i�. ; A ;6 OR. CS18 @MAX 464` O.0 (APPLK ABLFONLY w WOOD FRAMED FIRST LEVEL) LO L>m FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SD'v'V01545C @ MAX 16" O.C. Q • TOP PLATE 1-0 HDR 'V/, SDWC 15600 @ MAX 16" O.C. z LL1 5. FASTEN EF;CH i?EAM 7O 1ViA.SONRY W/ META12 w coW O U) w w W z W m w ® J w w• o �, Lu o x. IL H �- z Q O z: 1= O 0 C� w O 1— z. Ir E O 0- ILL Q W . rz Abbott Park Q O U __j Cf) w LOT 011-02 0 Q w U Q z z — (D C/) : OPROJECT NO w -j 2020.004115 O L� - DRAWN. LINTEL SCHEDULE °O a w CHKD: Lf) !-INTE NO CLEAR SPAN LINTEL DESCRIPTION-- COMMENTS X EAF W W 8F-1-32 ---- PRESTRESSED GARAGE Q U DOOR t G 1 -- - 8U8 - -- ---------- - -� N LgNV� �,�� ' •G 0„ 8F-16 m �� •E N S•z . . !_-5 C!" 81F-16 8080SGDi REAR PORCH 0 •' ( 8F-16 REAR PORCH w � N Doc8 9166 Q 8F-16 REAR PORCH - +r. ry ° 8F 12 FRONT PORCH (ELE_V A) � �7AYtDA & . 4 _ SF 1u FRONT PORCH (EL EV B,E,F) w O•'• : lCi to '��ii►i��l�` Q O 05-22-2020 0 E- W' U REVISIONS: w Q'No., Description Date w 0 —j � U Cf) J O z = O U 0 w X W ST=3 n Q kiI U ME ` L CONNECTOR ENGINEERING L I I I -2 -��signr=nveiopeID:5249DBIB-6FC9-4BE9-9ClC-%2A/�,�-� 9EC5 I I I I'' I ILI-11 1111111mmmin 'UP p-pi'line -I 11101jilm. 1111'r III I'l u I I P- I 1 11 11 1 1 , I 1' 591P III ! 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S-4 I T _3 201-7" 22'-0' Ur7 < SUITE 100, JACKSONVILLE, FL 32211 co -1 T, 4'- 1 16'- 10" 19'-9" 0 20 I_.! ./15 D.L. #2 SYP 0 0 CEILING JOISTSPAN SCHEDULE w CF. LUIMBER SIZE x-A 2 X'S 2xl 0 -L I UINOMN' 0. 5" 25i-8A 1, 26-0" 7 -8 23'-4" 26-0" > 20-11" 23'-11" 10 1-115 D L. #2 SYP w how, TRUSS FRAMING KEY NOTES < APPI !C!',S: E ONLY WHERE SPECIFIED ON PLAN U) PAINIEL" DETAIL .0.1,1 DE --TAIL SHEET (D TYPIQr\L BEARiNG BLOCK z M11"448" LONG AND TO w F_':i,��fENSiON OF -, R656 MEMBER. CH Pr_.iF',1,,NG BLOCK TOTPiJSS VERTICAL OR TRUSS Ui 8' ___!_OfvH3H0RD 110 (3) ROWS lCd,§ 4*'O.C. STAGGERED 0� 0 c:) _GE_f-,`_FRA_.%ji_NG NOT'IfS c:) 7 r- Iv 1,4 C SYP LC DGER TO FR.-\MhN-Gf I RUSS VERTICALS I L .1E.RY SUOPORT,NIII; FASTENING SHOWN BELOW 2`1 0 r.'SRAC.!N(7,) OR i LO r- f -PS -IEN 1,YP PT' EDGCR To MASONRY/CONCRETE SIENINGSHOWN BELOW z A�'71-E RE:OUIRED AT SPECIFIED U) LU C)N PLAN • El FABLL,5 ON SHEET ST-1/S1 FOR FASTENER U) OP�-.'�FECTION AGAINST CORROSION w U Uj z •FXTEPiOR'1_-jECK LEDGERS SHALL BE SECURE TO WALL FP,,'I`v1!NG `VITH WOOD SCREWS. COMMON NAILS AT FLOOR Z) LU 0 _DC'-ERS 44_<E FOR INTERIOR UcoSF ONLY. U) VRAMING LEDGER TO WOOD . 12d COMMON U 12d COMMON z < 0 ..t8)12d COMMON (D > .....(10)12dCON1MON w< z LIJ DEL}' `R ,_0 CMU ANI 3" TAPCON OR TITEN): < _j Ui . 2 RO"!S'/4'! 0 @ 24" 0 C STAGGERED W Uj R-C"v%'S 4 0 CN, 16" O.C. STAGGERED 0 0 -9 &1 0 C. STAGGERED x R(Y `JS .4 0 IP 6" O.C. STAGGERED LL LL z LEDGER TO WOOD (W/ NAILS): Z 0 COMMN (5) 16d COMMOO0 N < _(7) 16d COMMON w ......i9)16d COMMON 0 z _FP,' iMiNG LEDGER To WOOD (W/ SCREWS): R 0 LONG #14 WOOD SCREWS ILL FT . . ... . ........... ..... (5) 1/�" x 4-1/." LONG #14 WOOD SCREWS < ...... . ..(7) X4 'x 4-112" LONG #14 WOOD SCREWS ...... (91 x 4-1/-'.'' LONG -114 WOOD SCREWS cr_ Abbott Park < I 0 _j U) C) CESMAYBEO ..--DF BRA( _MITTE -ROM GABLE ILL DEL �i_! i- IF PO RC I-i � I I EATI-1 11 4G DE -TA! L IS < LOT 011-02 PE: R L" A! L 11 D. S F EDC7,1�!J, i7 w INS L STRAP ON EACH FACE OF _)N SAME SIE z z L HTRNM20 )E OF WALL IS NOT 1 (D L7 ITHISLOCATION C/) PROJECT NO: w 0 :',6'7 & (1) 24" BEARING BLOCK. R-O'D 0 B _Or:KTOTRUS�_-'�,V/�3) ROWS 10d@.4"O.. 0 Ci L.L ; 2020.004115 D z 0 k<,1_-)NR'y' 0v'v'V4/ LC�:T3-SEIS2.15 DRAWN: DO c:) w U') F_ CHKD: EAF c/) x w w CIL x < U) co EAIS* z 0 4% % No 85166 w DocuSgned by < Z 0 0 i NftDA br 435-.." w 0 40 U) S'%- 0 R N N z < z % ,f,rlll 0NA\_ C/) < 0 05-22-2020 w U) REVISIONS: Uj LL m: < No. Description Date Lij cf) _j (D C/) 0 1 0 0 z z 0 w x w ST=3A n ".*MWAIAETAL CONINECTOR ENGINEERING TMUSS F-R,�AMING GENERAL NOTES TQT I c, 5 FOR ADDITIONAL GENERAL NOTES STOPPING A FLOOR TRUSSES 110 BE PROVIDED > 1E 0 0 I.-, SIS S�,;E-"!F!,"ALLY N(1)TEDC).1,,i TRUSS FRA.MiNG PLAN, 7 P'U"'c, 70 lv•JOOD CONNECTIONS SHALL BE ACCORDING >: 0 VJALL SECTION SEE SHEET ST-5. 0 N E' N ' N14NUF.ACTU R ER'S LAYO LIT FOR Lr) 0 c: APEX co _'AFTERS TO BE MIN. 2x6 NO.2 SYP @ 24' O.C. MAX, 14: C) (D SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. .-Al" "EN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d ._"C _R TO "SLEEIDER" 1441 SiMPSON H3 UPLIFT iN N E C J0 R. c\I 0** C14 I RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. m TEN 2xP N0.2 SYP COLLAP TIES FROM RAFTER TO _j d LL. 17 ':'ER V-di iERE APPLICABLE W/ (5) 1 Od COMMONS MIN. Ld RAFTER SPAN SCHEDULE _j_j t S LUMBER SIZE 5; true design studios z 2X6 2x 6 2x 10 2x12 0 0 U) 4- 26-0" �e 9000 REGENCY SQUARE BLVD. S-4 I T _3 201-7" 22'-0' Ur7 < SUITE 100, JACKSONVILLE, FL 32211 co -1 T, 4'- 1 16'- 10" 19'-9" 0 20 I_.! ./15 D.L. #2 SYP 0 0 CEILING JOISTSPAN SCHEDULE w CF. LUIMBER SIZE x-A 2 X'S 2xl 0 -L I UINOMN' 0. 5" 25i-8A 1, 26-0" 7 -8 23'-4" 26-0" > 20-11" 23'-11" 10 1-115 D L. #2 SYP w how, TRUSS FRAMING KEY NOTES < APPI !C!',S: E ONLY WHERE SPECIFIED ON PLAN U) PAINIEL" DETAIL .0.1,1 DE --TAIL SHEET (D TYPIQr\L BEARiNG BLOCK z M11"448" LONG AND TO w F_':i,��fENSiON OF -, R656 MEMBER. CH Pr_.iF',1,,NG BLOCK TOTPiJSS VERTICAL OR TRUSS Ui 8' ___!_OfvH3H0RD 110 (3) ROWS lCd,§ 4*'O.C. STAGGERED 0� 0 c:) _GE_f-,`_FRA_.%ji_NG NOT'IfS c:) 7 r- Iv 1,4 C SYP LC DGER TO FR.-\MhN-Gf I RUSS VERTICALS I L .1E.RY SUOPORT,NIII; FASTENING SHOWN BELOW 2`1 0 r.'SRAC.!N(7,) OR i LO r- f -PS -IEN 1,YP PT' EDGCR To MASONRY/CONCRETE SIENINGSHOWN BELOW z A�'71-E RE:OUIRED AT SPECIFIED U) LU C)N PLAN • El FABLL,5 ON SHEET ST-1/S1 FOR FASTENER U) OP�-.'�FECTION AGAINST CORROSION w U Uj z •FXTEPiOR'1_-jECK LEDGERS SHALL BE SECURE TO WALL FP,,'I`v1!NG `VITH WOOD SCREWS. COMMON NAILS AT FLOOR Z) LU 0 _DC'-ERS 44_<E FOR INTERIOR UcoSF ONLY. U) VRAMING LEDGER TO WOOD . 12d COMMON U 12d COMMON z < 0 ..t8)12d COMMON (D > .....(10)12dCON1MON w< z LIJ DEL}' `R ,_0 CMU ANI 3" TAPCON OR TITEN): < _j Ui . 2 RO"!S'/4'! 0 @ 24" 0 C STAGGERED W Uj R-C"v%'S 4 0 CN, 16" O.C. STAGGERED 0 0 -9 &1 0 C. STAGGERED x R(Y `JS .4 0 IP 6" O.C. STAGGERED LL LL z LEDGER TO WOOD (W/ NAILS): Z 0 COMMN (5) 16d COMMOO0 N < _(7) 16d COMMON w ......i9)16d COMMON 0 z _FP,' iMiNG LEDGER To WOOD (W/ SCREWS): R 0 LONG #14 WOOD SCREWS ILL FT . . ... . ........... ..... (5) 1/�" x 4-1/." LONG #14 WOOD SCREWS < ...... . ..(7) X4 'x 4-112" LONG #14 WOOD SCREWS ...... (91 x 4-1/-'.'' LONG -114 WOOD SCREWS cr_ Abbott Park < I 0 _j U) C) CESMAYBEO ..--DF BRA( _MITTE -ROM GABLE ILL DEL �i_! i- IF PO RC I-i � I I EATI-1 11 4G DE -TA! L IS < LOT 011-02 PE: R L" A! L 11 D. S F EDC7,1�!J, i7 w INS L STRAP ON EACH FACE OF _)N SAME SIE z z L HTRNM20 )E OF WALL IS NOT 1 (D L7 ITHISLOCATION C/) PROJECT NO: w 0 :',6'7 & (1) 24" BEARING BLOCK. R-O'D 0 B _Or:KTOTRUS�_-'�,V/�3) ROWS 10d@.4"O.. 0 Ci L.L ; 2020.004115 D z 0 k<,1_-)NR'y' 0v'v'V4/ LC�:T3-SEIS2.15 DRAWN: DO c:) w U') F_ CHKD: EAF c/) x w w CIL x < U) co EAIS* z 0 4% % No 85166 w DocuSgned by < Z 0 0 i NftDA br 435-.." w 0 40 U) S'%- 0 R N N z < z % ,f,rlll 0NA\_ C/) < 0 05-22-2020 w U) REVISIONS: Uj LL m: < No. Description Date Lij cf) _j (D C/) 0 1 0 0 z z 0 w x w ST=3A n ".*MWAIAETAL CONINECTOR ENGINEERING DocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9C1C- �jECE2 I - _ II 1 I I _ � ply r� r i i �•n �rnll�l i tl1 f�_'t"�! '1 �I�� q ! I'rl I I I I! I I� - TRUSS TO TOP PLA1 E MOISTURI R: W/ H2.5T OR RT7AT BETWEEN '. r A.r. OR SDWC15600 NON -PT I , Ir. 01 LINO ON PLAN VERT REIW T( HAVE 1C HOOK IN ; AM • EVERY OTHER STUD TO TOP PLATE_ W/ SP2 OR SPT24 OR SDWC 156uG MAX 32" O.0 • EVERY KING STUD -," TOP PLAT: W/ SP2 OR SP'," : -P -,)Vvr'' 51. TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS 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) -PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND BEAM W/#5 CONTINUOUS WALL SECTION AT ROOF (CON, c N -_ EL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND T':'i' ,. TOPY APB' • EVERY OTHER STUD TO BOTTOM PI W/ SP1 OR SPT22 OR SDWC 154` • EVERY KING STUD TO BOTTOM I_A W/ SP1 OR SPT22 OR SDWC 1541 2x- NO. SPF OR BE - 'ER @ MAX C` BOTTOM PLT ANCHOR Y2" THREADED ROD ANCHOR W/ M N EMBED W/ NUT & WASHER IN SIMf'SC,' ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 4Y O C OR Y2" WEDGE BOLT W/ MIN 4'. EMBED V WASHER @ MAX 48" O C a • BOTTOM PLATE ANCHOR NOTES 'EACH SILL PLATE SHALL HAVE A MIN OF (2) BOTTOM PLATE ANCHORS -INSTALL ANCHORS WITHIN 12 OF CH END OF SEGMENT (BUTT JOINTS INTERIOR LOAD BEARING WALL 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 I 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" r I I EMBEDMENT IN MONOLITHIC, - 12" EMBEDMENT IN MASONRY) /\ 1-ERIOR WALL TYPICAL WALL SECTION AT FG l —DA QN (THIS SECTION IS TYPICAL FOR ONE ANF> ',^d0 FORY MOISTI BARRIE OTHER (1) CO( 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 19/2' 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%" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FOR MISLOCATION FASTEN 2x6 NO. 2 S TO TRUSS W/ MIN (1 FOR MISLOCATION INSTALL NEW MAS( STRAP TO INSIDE F MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY BOND BEAM REI-N1FCr 1`INO WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS --- 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 2x_ 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. Z) U 0 m rn o AMP N O 0 O O 0 APEX s co O (ll r +� r N co -i +, u_ w t s J J N t e (3eief14aos . Z �- POURED CELL w #5 BAP, CONT. O FROMM BEAM TO FOOTING Y _ 9000 REGENCY SQUARE BLVD. ATE P DOWN TIE -BEAM Q SUITE 100, JACKSONVILLE, FL 32211 .__ O_ O O .- w c co DIHOMON' O . m W Zz � --._ ROTE _J( UR JAMS. j MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW 4 ;.. i i' !'; ',; ; i P; T:'• R -Oi. I LENGTH / `•.rdINDOW TO BLOCK LENGTH Q j 7' PER MANLiF. --- 3.. 5„ 3i4" 37 5" t-.-_ 4 CD ----- 1!-, EN! OR. TAP;")NS SCREWS SEE TABLE W B0 F FfP i E-rJ 0f % a (2' ROWS '.;" DI ^• � 30" C C. STAGGERED O • i2; P0)IiVS j; " DIA w 24" O C STAGGERED O - O ~- DOOR JAMB OR WINDOW ATTACH TO ix_ PER MANUFACTURER'S DETAILS k' V J JiSTANC _ FROM BLOCK TO DOOR JAI` 8 OR ` :NDOW SEE TABLE � uj E; ABOVE (SHIM AS NEEDED TO U)W < PLUMB JAN`I-u DO NOT EXCEED Y<") w nI 1x-PTNAILER mj Z W 1 i I ---- BUiLT UP '2x_- .ATTACHED TO MASONRY. (1) PLY O - ;k� 1x_ OR:� OSB MATERIAL MAY .ATTACH TO WALL 00 ,.._— -� ` --- DRYWALL W Q 5 W Q z O 8"CMU WALL -' 'I(.__' .L D00RIWIND0W JAMB TO BLOCK z > � g Lu Lu w O i LL z Z 0 Z: 0: Q 0. 0r w o I-_ 0- z[if Fy 0 a U W p W, Abbott Park Q , O U J (n LL LOT 011-02 0 Q w U Q Z Z (D w: O PROJECT NO w J 2020.004115 I-0i- O DRAWN: O U DO o' wCHKD: u') EAF x . w w a J Q U Q�t1111111111111 cn oo 0 No 85166 w by:_ Q - A4ftDAb 435--.' � w o0�. 441 m O 05-22-2020 Q w 0 REVISIONS: LU u_ ]z Q No. Description Date w Q >- U U 0 I- O 0 Z Z U w I- X W ST=5 a MIS INMETA CONNECTOR ENGINEERING 9ocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9C1C-%2rr. 1EC MOISTURE BARRIER BY OTHERS F T CONNECTI NO PER AL WALL SECTION 0 I !� ` 1EATHING DETAIL TYPICAL PC R1 DR WALL THIS Lit O ALL COVERED POR(I S: OTHERWISE) 'NI EDGES - F GABLE t DGEWISE LATWISE) TOE -NAIL MJ N h. 2 S P B' )� BETVdEi N U: ; TO',i;Ht h: MMONs Fr•)F DECK ROOFDECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH 8d RINGSHANKS I PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE FASTEN 2x6 NO L SYP - DIAGONAL BRACE TO BLOCKING w/ (6) �- 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE -- SFE PLAN • UP TO 8FT SINGLE 26 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE I\ FASTEN 2x6 NO,; SYP - "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS ga D C -0 OR AS SHOWN ON PLAN I' C, HGAM10 BRACE CONNECTOR F )M DIAGONAL BRACE TO CMU t .R.RIER BETWEEN MASONRY - " ;.iMBER BY OTHERS GABi N( -E BRACING DETAIL vc S CLIPS MAY BE OMITTED FROM I I F FTAIL FOR NON -DROPPED GABLE Uc )VERHANGS. I I I I 1 I l! I! I I I "N li_'J�ul! .■ ! n , t t� I � � __ ! i i t � t _ _ � i �� r , u 8' 1"ABOVE + 4 OF OPENING - - - fti - - --,r == ------ _ ------ o i1 --- 1 \ F.F.E. 2x6x12 PT I < I CENTER BUCK r l �'; °' O OTOP OF 7 GARAGE DOOR Ir1O� O it :UANLOCATION - Lq 6-1" ABOVE i _ O DRA'J`✓ING F.PEX F.E.C14 '0 OR q8"DIA. ANCHOR I --- IL`---- --_ �` -- - :.�-- -- -_ __ �I-' � - ` --- I 4'-9" ABOVE 2x4 PT TOP BUCK- F.F.E. �, \ pPo. E i t (l ,_ iT`iF." IF LAiBFc- 2x6 PT BUCK EACH SIDE OF OPENING I! SILL . F Ef MADE OF All, I _ j 'J.N JNc P!L_,:E \. \J DO C r"".q, , . vEF rF'1NC I M 1. BPAI FS - I ,. TS-{jc yP l LL td 2'-9" ABOVE I I J a !' F.F.E. > tale design studios PROVIDE (5) �8" DIA. J-BOLT OR LARGE Z DIAMETER SCREW ANCHOR w/ 5'/2" S -E'S PiEED!Ni'. !3f'>.'.!" "; O EMBEDMENT AT EACH DOOR BRACKET, ` - - - U) EACH SIDE OF DOOR. PROVIDE 1 %" x �16" U 9000 REGENCY SQUARE BLVD. 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. t r t lI p -f ; ; ;. R E -� SUITE 100, JACKSONVILLE, FL 32211 F.F.E. ,� D EP\ I_ BR'�c ','1NG �_ `_ 1r s i R``. SSES O (1st BOLT TO BE 9" MAX. ABOVE CURB.) � .� _� _ _ TOP OF Z L ✓I'. '!;. St1. ;FJ w'.i t t. RBE'TER ;UNC). O -a CURB NZ kl,, T - "i, �Lf: Sf IND �.�' l\l v �PF l! TFL O W0 � F.F.E.- OILI " „ f :I ct 5)' TIE „PUS. .!I'a _F=R. 1 cA 4ROHOMON GARAGE DOOR JAMB DETAIL m 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5Tw/ (10) 8d x 1-'/z" F 2x4 N0.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O C. i GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING I - MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY i AND ALL UNTREATED LUMBER I GABLE TRUSS TO BOND BEAM W./ META20 @ 48" O.C. W/ MIN (7) 10d x (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) / HGAM 10) #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. P v o - _ -- -------- o PRE -CAST LINTEL PER PLAN -_ FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR 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 6" BEND INTO BOND BEAM TOP OF WALL I -I I I li I I I I I I I I I I PRECAST LINTEL SEE SEE PLAN- L111 PLAN -!- - - r = I i I I EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO I I LAP WALL REINFORCING AS - - -- - - SHOWN. -I / MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 - VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. I ' I I N0.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I I NO. 5 DOWEL TO MATCH EACH _ SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED —L OTHERWISE ON DOWEL & LINTEL I PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. it CONCRETE FOUNDATION WORK TOP OF FINISH PER PLAN FLOOR SLAB II II I i -7 ----- - 7 I I I I I I I GARAGE SHEAR PIER ;6" MAX I' ;r f�C t RA( :-ASTENi IJ TO �B V,, 1uc! . 1 h:' O C. ,l P P I `•' i'! ; BRACE JF VA B. !I -_MEN_; LLJ W _ rlLi_ B .AM w J) I V F-# �JBSTITUI> Q FiEv ;1LTERNATE BRACING I - - . O -L T OR L_ SCAB_ U) r, 2x4 (1)2x4 } >N 2 POVvS 2x6 (2)2x4 U - - -- -- -- �' Z i ROW 2x4 (1)2x6 II Uj ROWS 2x6 (2)2x4- 0 W R O'Al 2x6 - - (1)2x8 ~ 2 ROWS 2x6 (2)2x6' I: - -- -- - - - - -' --- O O O O SINGLE TRUSS BRACING INDIVIDUAL `,;'VEEi BRACING MAY BE USED WHEN CONTINUOUS LATERAL L0 F'C ,7 R,A!,'('!-tyR) !S SPECIFIED ON A TRUSS DESIGN BUT AN ^ '!=B BRACING METHOD IS DESIRED O V J c t.'• i r A! it r _i.NG MAY CONSIST OF T-BRACING. L.-BRACING, OR ZLU REFER O CHART AND UE TAIL FOR f,ACRE INFORMATION. U) fN ! h At a fit. 61N T ERIAL-0 Gr SAME S2L, SPECIES, AND LU ti _ sR ;CED Z U) Lu w LLJ O cl) w O Q O z 3 > Q Q z Lu W Q Q � W W elf LIJ LU r` O LL LL r O Z: O - - Jt L AST ;t . _L. Si_E PLAN SEEP ,. sus BOND BEAM ' REINFORCEMMENT � w i (SEE `WALL S._ 'TION) O F- �'-ROND BEAM p a �l w -- LINTEL REINFORCEMENT Abbott Park Q I O U J W t LOT 011-02 r •�-----DEPTH OF LINTEL ASSEMBLY"d" Q 0 - - -- #5 BOTTOM BAR TO EXTEND V Z Q Z NO LESS THAN 1" BEYOND BEARING AT EACH END - - -- -------- GROU-1 FILLE-D LINTEL ASSEMBLY O PROJECT NO: W UL ----- ---8" PRECAST LINTEL SEE PLAN. d 2020.004115 LL z O _ I _ DRAWN. DO . 0 o v . wCHKD: LO EAF WJ Q U R '•,, CD .� c....... E N s z No 85166 Q w ' w � O •. <U . U) CD �r�rrrr!ltt�� Q (n . O 05-22-2020 p I-= W CO U REVISIONS: �l. l i`� T _ _ �C)'- T j o r� S Q I No. Description j Date I- U) J O O Z Z U 0 w x ST=6 a. Q CMU/METAL CONNECTOR ENGINEERING r