The URL can be used to link to this page

Home My WebLink About8174 Wheat Stone Dr)ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6B8:1 i60E--)82C DRAWING INDEX ARCHITECTURAL SH EET NAME SHEET NO _.... ...... A000 ARCI-1ITEC1 URA,_ GEN;h A110 ;1st LEVEL r i_nof-; FILA' A200 ELEVATIONS A400 'WALL SECTIONS A405 DETAILS .... ........ A500 . - DETAILS A501 DETAILS __ _.............. STRUCTURAL SHEET NO.-iSHEET NAME ST-1 ISTRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ------; ST-2.D — --- .- ..... ...._.. ---- - 'FOUNDATION DETAILS ST-3 11st LEVEL STRUCTURAL PLAN ST-3A ;1st LEVEL ROOF FRAMING PLAN ---............. _._.. ST-5 .........___ __...... .... _- ...._. _._. _..._.-._.__. - _......_ _..-....__..-. !TYPICAL WALL SECTIONS ST-6 !SECTIONS AND DETAILS gull 111Dki[Imli 1844 LAUREL ELEVATION D Abbott Park, nor 010=02 ELECTRICAL SHEET NO. SHEET NAME — _........ ... .. ... ... .. I ._ ... .... _-.. ...-_- ....................... ................. .. .. .............. .. ....-... E100 1st LEVEL ELECTRICAL PLAN 1,TF ANO I_(. -)CAL CODES F : !. ... J.. ":',..1'ti: C:71)E - FUEL GAS 2017 . r t I � ', •1",! L� � �_C:;�ZIC C:O��L 2014 'D ri � �, l � !'�� .,..J 1..ii-•.., i � '..-' ,. t�.�.l', � I '.. �_ I � .��v�...v' 11.JN CGDE_-: G017 Fri.'; ;!UI4 i`rPC: VB NU 1P," I _ v'l ,'•; i i/\P'i E;. !._�..�Ni ALL WORK SHALL COMPLY WITH F CODES FL.ORIE A BUILDING NATIONAL 'ELECTRIC C'rDF. AND THE CIT`,''',r:. 7,_.P, y,�HILLS ORDINANCES REVIEW DATE AUG 1 9 020 CITY OF- ZED H_YRt-III~.' s PLAN EXAMINER I� ►�C) O O0'' APEX -C 0 U) w z. U) Q m � w w z, z tds w 6 Q true design studios 'S O O —j 9000 REGENCY SQUARE BLVD. LL. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 a d w c O 0 11HOMON' Q O J LL Q � 0 Z �S C� O J O Z U W F_ W a W U) W OC rfu � O " Z I.LJ W z O c/) w J Q 0 Q > z .�. � o _, W uu W OQ C(— O TM LL- c� O z O O z O W 'U z Abbott Park cr x Q_ w—__ ____ 11 a LOT 010-02 w Q J Q ! U I O W PROJECT NO I-- 2020.004117 z ........ _........... ------- ............ _ (D DRAWN: IMU w ........ _ _.. - - - ---...... ...... -- O CHKD: JAC p 0 CD u') U) w J Q U z_ Q O U) 06-12-2020 Z ! REVISIONS: No. Description O Date w I �- — w F_ w Q U U) 4 0000 z O 0 )ocuSign Envelope ID: SB4F13B6-EB1A4869-9598-6B83060B682C Footer - Re -Bar (sized ..... , according to foundation plan) --mac #4 awg CU bare w/ 10' stubbed outside of slab at service o location. Connect to footer steel w/ (2) ground clamps 5' apart UFER GROUND DETAIL N.T.S. AL RISER DIAGRAM OVERHEAD �AME AS 150 = #1 Copper or 2/ 0 Aluminum )UND 15 OR 200 0 i - i in 2 - r r 4 !0 Aluminum ICE 200 2 /0 Copper o Conduit. _ A/C DISCONNECT TER _ MAIN DISC __i T APPLIANCES AND GFI 150 OR ---i #12 COPPER O MP f ; TYPICAL GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES -5^ r ( I , . � _ . TO BE INSTALLED WITHIN 10 5� 5 88 OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. PER NEC SECTION 210.8(B)(5) ALL 15A & 20A. 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN & OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A. 15V RECEPTACLES SHALL BE LISTED AS ooA TAMPER I RESISTANT ELECTRICAL! #14 COPPER TO LIGHTS AND OUTLETS - UNDGND PANEL I_ #10 COPPER TO WATER HEATER . PER NEC SECTION 800.156 NO LESS THAN ONE SERV. BY #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 . ALA SMOKE ALARMS SHALL BE LISTED AND LABELED MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • 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 ABBREVIATIONS LEGEND ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN ABV ABOVE INSTRUCTIONS PER FBC R806 AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR • ALL OVERHANG DIMENSIONS ARE TO EDGE OF AHU AIR HANDLER UNIT RAFTER. REFERENCE WALL SECTIONS/DETAILS BILK BLOCK FOR ALL OVERHANGS NOT DIMENSIONED. CABS CABINETS CLG CEILING . ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R501.1.1 C HR CHAIR RAIL COFF COFFERED • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT COL COLUMN OUT IN ROOF SHEATHING PER MFR WRITTEN COND CONDENSER INSTRUCTIONS CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB -_ - KS KNEE SPACE LAV LAVATORY ROOF VENT CALCULATION LT LAUNDRY TUB _..--.. _- -_ . -_- __.-_-.____._. MRBL MARBLE FORMULA: MC MEDICINE CABINET MIR MIRROR 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES MTL METAL OF CEILING OH OVERHEAD "144 SQ. IN. = 1 SQ. FT. OPNG OPENING BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) OPT OPTIONAL BLDG. (SO. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% R & S CLOTHES ROD and SHELF AT LOW. REF REFRIGERATOR SD SOAP DISH PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE SDLTS SIDE LIGHTS THAN 50% OF VENTILATION MUST BE PROVIDED BY SGD SLIDING GLASS DOOR VENTILATORS LOCATED NO MORE THAN T-0" BELOW SH (2) SHELVES (QUANTITY) THE RIDGE OR HIGHEST POINT OF THE SPACE SHWR SHOWER TB TOWEL BAR BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) TPH TOILET PAPER HOLDER T&S TUB and SHOWER (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) TEMP TEMPERED PER LINEAL FT TR TRANSOM VOL VOLUME (b) SOFFIT VENTS - GP T3.1/3" FULL VENT PERFORATED WC WATER CLOSET W/ 9.19 SQ IN (NFVA) PER LINEAL FT WD WOOD CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL WH WATER HEATER NOT INCLUDE NON -VENTED FIRE RATED SOFFIT WNCT WAINSCOT LOCATED LESS THAN 5FROM PROPERTY LINE WS WATER SOFTENER WASH ......... WASHER - .... ....._. ..... t,.X -i x;-_R$ _:') _'? GENERAL NOTES • t ' `. d 1 ,i !. I..)iNT, r.. sit !i>iNv (INi.> (F'ER )I.i F0R.ltr PTii (_I!•< Av, D MJ ',, ice!:- OP11i )!•!rV1- 't:R 1. iN ii \.itiiCli�:tlll i�,l ll i. '1�L iF`ti�)� 7Y\L. i. f ...,::I.!_.,a r'I !tali-:C% F;N'5H PLF, BLDR ``�00F l CDVEMNQ SEE COW .11' TY 8PE:.(';IF�1C ;' 7'I ) N ;:.)' *" 0 NS ,J.. T .T HE SFiEi.T > � l_iF rHF�/\Ti-IiNC 't i. ,,�,.iiFZEi�•?i N 1: • FL; (IN > > r L HEN,`.) A", V1'A; I iJt:l c.�PE N!,P:t.:• HL iC'i'S IL_,"'YOU! 1 t 1 LJ,N r .. • ':r\!l, � r" i t r.. `i i i. t ��r ti rr r( , Il i V 1r ,P({i i3A,R :`.r L, °J; ! o ! C) I OAK) 6E 1 .i.;.,N u.'1Ct.i:_ i' ?..•,NI: � �! Y ir,l ! ., i i � ! i n! yr;i (� ' 't•�ri., F N r-_ (� 11 t.0 °� GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, iNSULATED STEEL OR 20 MIN. FIRE RATED DOORS E NOl L�SS THAN 1-3/8 INCHES THICKNESS, EQUIPPED WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL; 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS IN-1 O THE GARAGE n.-(? FBA; ?/>,BI. F- R-'02.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702 3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR-CEiL!NG ASSEMBLY ANY STRUCTURE SLIPPOR-F!N r 1 HL ASSEMBLY SHALL BE PROTECTEp `-Nt iMIN tr'"GYP F�CARD • PER FBC R302 1? IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A i-LOUR ''CEI..ING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DIR! FT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12 & R302.12.1 • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER FBC R-3112.1.3 REQUIRED GUARDS ON OPEN SIDES OF S fAIRWAYS. RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE !NTEP.MEDLATE RAILS GR OF NAMENTAL CLOSURES VVHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER PE.R F3C r -;QbA :5, GLAZiNG IN VVALLS, ENCLOSURES OR FENCES CON FAINING OR FACING HOT TUBS, SPAS WHIYL POOLS. SALINAS, STEAM ROOMS, BATH- iB', S`•iOlv"JERS AND INDOOR. OR OUTDOOR SWIMMING PC)OL.S WHERE THE BOTTOM EXPOSED EDGE OF TGIF GLi\.ZING IS LESS THAN 60 INCHES !AEASI!REr.) VERTICALLY ABOVE ANY STANDING OR 'NAI-Y.!NG SUR.FACFEE. SHALL FIE CONSIDERED A HAZARDOUS LOGA FION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED, IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH; GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FSC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R3122.1 AND R312.2 2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR a C.J. = RE:COMM'CE-LACED MASONRY CONTROL JOINT I.00ATIC N • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS e REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIORWALL STUD SPECIES, SIZES AND SPACING o L0 CY I�- 0 O co APEX CD N W Z N 00 cr_ W -� LLI Z Z � W tds N true design studios I ❑ O J 9000 REGENCY SQUARE BLVD. N j U_ SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p Q O n- a i Oi 041HOMON' U 1.6. O U d Za) } 0 i 0 i Z 2 W H a J r^ x Uj LLJ o= z tWj� VJ W O 'S Q OLd I" � Z 0 LLJ U) W a LV W 00 F_ LL 0 U_ t� LL Q t` X Ur r- Z JO O U Z Abbott Park a i W LL IZ LOT 010-02 w .............__._...... - ..... ._......___.._.....- Q I U U) W i PROJECT NO: i 2020.004117 Z ... ....................... -.__...... ........... _...................... -- ...... ............ Ur DRAWN: IMU U) W j_... _.......................... - ❑ CHKD: JAC U_ O O tfi Cn W J Q U (D Z_ 06-12-2020 O Z REVISIONS: No. Description Date U. r--�----....._.._...-....-............--- ------- ---------+ i W F— _..._—.......... _ ........ ........ ........._..... Q — U U) O AOOO Z 0 )ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6B83060B682C .... .. ..... .. .. ...... FLOOR PLAN KEY NOTES 3,1-9:EET A000 F'_I-R GENERAL NOTES) ALTERNATE AC bo COND LOCATION LA V) LU 2 Uj CO *,V m Cp Ln O - — - — - — - — - - 0? b CMU COLUMN (RE: STRUCT) ovy� WIC 9'-4" CI, IS& I C:) LANAI 9'-4" CLG 8-4 66-0" ------------ -- ----- ---- .... ...... 10 58'-11 4'-0" If 2'-1 e 5'-3 1/2" 6--011 10'-4" 2'-0 1/2" 5-9" 2--8" 111-101, T-4" 8" 6" -----7 01 13'-6" . . ....... .... Ao 27--7-- 3010 FX TEMP I 3050 SH EGRESS 8' - 0" H.H. I 8'- 0" H.H. 127 .107 co 1231 % - - -o_ I !T2-47 \� 42"x60" 14 U') --36"x65'---,- ioll = 1 00 7 V) Uj C11) LU (0 . . . .... .... . . ..................................... w (0 V) 0 LA 00 C) OWNERS BATH 2-5" ' BEDROOM 3 BATH 2 rn 9'-4" CLG 9*-4" CLG 7 91.41' CLG BEDROO M 2 C? 00 0 00 Ln Q0 9'-4" CLG �111 1.0 Ln C14 LL - 9*4" CLG 2:368 LU 00; (y) FL 9-4" CLG ce) 00 CD bo Ul 40 IUD o o C? kD r1j rn or) I I �106 \/q I ........ ... T-9 1/2" IL T-61' 10'-4" ii-o" 3-0- T-O" 6-5 1/2"/L 91-101, 266e Fc--] o I FOYER 1 9'-411 C L ENTRY 9'-4" CLG 001 - -1 U-) 106; tL [10 iy) I m TTI 11 7F 3080 ENTRY W/(2) 1080 GREAT ROOM DINING ROOM SIDELITES (TEMP) ....... . .. . ... . .. .... .. .. .... 9'-4" CLG 9'-4" CLG L9 Cl) �0 9'-7" . . .............. ... . ...... .... 4'- 1 2'-4" . .. . ........... S-0" 6--1 e FL GARAGE 108 - - --- - ------ --- - - - - - - - - -- - - - - 5 SHS ---- 11- U-) ?I 9'-4" CLG 9 101 ool �� I 00 N MECH 9'-4" CLG Lin, C> I - '1-4-21] - 3068162130 V-1 1/2" 11, -8" 1,-81, 4.41, �(TYP)�(TYP) BREAKFAST KITCHEN 9-4- CLG 9'-4" CLG -i LAUNDRY 141 LL 9'-4" CLG i1431 i�- 0 160 161 0 -- - - - - - - - C�- . .. .. .... 00 1401 ELEC PANEL N - J -IMIMMI ITH ; ��l ACCOND 4- 3050 SH I 1-113 1811 8' 0" H.H. 2 V-5" 26-11 21'-8" 1st LEVEL FL-,.i)0R PLAN 1/4" -- I'(1)" WHIN PRIt'J 56'-8" 0 ,it f0 i.") PROVIDE FURRING AS NEEDED I 2x6 WALL LO J 12 D(-/'USL.F WALL (42-22'<4 U.N.O.) 1-)3 - 42" HIC31-1 HALF WALL WITH CAP b z 0 1'14 D 0 C R NE 1 CHTDIFFFRS C: (n APEX P E, C 0 IV, N4 U, N; TYi15L DR SPECS) :'1TLRIC.-FR F-LAII HIC-ADER at 8'U.N.O. I w (,SEL- PLANS FOR WIDTH) Z a) ''6 U) C1 !NTERIOR ARCHED HEADER (from T-4" to 8') -;EE PLANS FOR WIE)ID-1) m '--HC-1`,NFR NICHE 14" X 18" w/BOTTOM at 4'-10" AFF, SHOWER "'ON-] ROLS F-08ff1ONIE0 BELOW NICHE w 13 F,1,'TE-N!')3b" FI COUNTFIR 16" OVER 2x6 WALL BELOW w i':9 3C"HIGH HAND11i z d CLOSE DOOR IS 1 3/8" MIN SOLID CORE 0 -C -OR- 20 MIN FIRE RATED z w t AT*TKC ACCESS - SIZE AS NOTED < true a) MIN DIRE RATED ue design sl 12 IN i'ERIOR FLAT HEADER at 8-8... U.N.O. (.SEE PLANS FOR WIDTH) 0 j 9000 REGENCY SQUARE BLVD. 4) R: -CESS)ED TILE U- SHOWER - SIZE AS NOTED SUITE 100, JACKSONVILLE, FL 32211 to "i I,-ESHOWER WITH CURB - SIZE AS NOTED z 904.821.5200 0 Z2 - ViKRELL BASE SHOWER - SIZE AS NOTED 3 TUB R.O. 5'-0 114" 124 - GARDEN TUB - SIZE AS NOTED 1 5 7'EMPERED GLASS SHOWER ENCLOSURE 0 CY 126 - TEMPERED GLASS SHOWER ENCLOSURE 12- C )N 42" H 1 /2 WALL w/SLP TOP SHOWER SEAT AT 118"x18"x20" 0 DoRAMON' (1) 12, SHOWER BENCH 0 LAUNDRY SINK < 1 -130 - SINK 0 OVERHEAD CABINET REFRIGERATOR -OPTIONAL w 1 -12 D HWA S H E R < 143 PANGE WITH MICRO HOOD blj 4t:',-)()KTUP z a) DOUBLE OVEN WASHER - OPTIONAL 0 D PY ER - OPTIONAL 0 -j *NSTALL 1011-Cl-i PROTECTION PER CODE 0 z r): i V F R E I-) (:) r) L?, 0 A La r cT!%. N D. 154 BULLARD ii-`,S R;EC4. PE-:(1" BUh-DiNG CODE a f-:,XTERi0R HEADER w ELEVATION) U) -F. 1,6 1 S �NTHETIC STONE VENEER x uj Uj WALL LEGEND, m w w z 0 C/) 9'4' HT CMU WALL 0 11 --4" HIT CMU WALL w < 0 z LU U) Z) J Uj 0 00 wUJ 0 LL W U- < ti U) 0 0 z 0 —j 0 z 0w r 0 z Uj Abbott Park 13- w x U- 0- LOT 010-02 w < ........... ........ . . - U) 0 w PROJECT NO: 2020.004117 z ............... . (D DRAWN U) Imu w ...... . .. ............. ......... .............. . ...... 0 CHKD: UL JAC 0 -0 O to (0 w 0 z 06-12-2020 0 z 3: REVISIONS: < NO. Description Date ................ W w LU ............. ... . ........................ 0 W 0 z A110 0 0 jocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6883:',r�)B(-i',.'C DECORATIVE �3TONE VENEER Z O -MU BASE w > J W F.F.E .. RETE i AB at ENTRY .;MN DETAIL A2. vVHEN PRINTED ON 22"x34" SOF VENTILATION ---- - - VENT VENT PROP LINEAL PROP Area H .:,r # RATIO HIGH i FT LOW - - 2537 SF 6i 4 144� 576 1125 ' 1148.75 i 5:1. ROO F P `_ . 1st LEVEL BRG 1st LEVEL FFE 0'-0. — RIGHT ELEVATION 1/8" - V-0" WHEN PRINTED ON 22"04" 12 BUILDING HEIGHT tui:i HEIGHT tABV GRADES 12"x24"( 65 --LEVATION KEY NOTES i sl_:E: Sh—1 ET A000 FOR GENERAL NOTES) E 200 - CONCRETE TILE ROOF 0 2;�^• SflNGLE ROOF LO � -2(121 TAMKO OFF RIDGE VENT �`- 2'. LOMANCO ROOF" VEN F 0 o ,04Mllk-ENPJItJM ROOF VENT Z 0 Cf)APEX - FOUNDA110N WALL FINISH LINE W/STUCCO PARGE COAT (n 0 (D tll MINI PLASTER FINISH - OVER CONCRETE Z x h ',SONRY SHALT_ BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS U Q. SEE GENERAL NOTES A000 FOR SPECIFICATIONS CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS co lr_ SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY W SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER Z ist L�.V'l, �R! BACK WIRE LATH, H, OVER HOUSE WRAP OVER EXTERIOR fm �. `� SHEATHING PFR STRUCTURAL DRAWINGS LATH TO BE Z i FURREID OUT FROM BACKING FROM AN APPROVE W METHOD IN ACCORDANCE WITH FBC R703.7 true design studios � SEE GENERAL NOTES A000 FOR SPECIFICATIONS 00 22; FIRER CEMENT LAP SIDING w 2 '4 •• F1rSER CEIMFNT SHAKE SIDING O ?%5 I5t LEVEL Few FIBER CEMENT BOARD & BATTEN SIDING —j W 9000 REGENCY SQUARE BLVD. 2'.'6 _ SYN FHETIC STONE VENEER z SUITE 100, JACKSONVILLE, FL 32211 S T )NE L E--)GF O 904.821.5200 0 2,')8 - BrcICK VENEER -0 .4<1- - EXTERIOR DOOR Slat PER FLOOR PLAN Q O 259 2" x TRIM SI2_*E AS NOTED a_ .:.3C - CV SAND SI E AS NOTED _ 1" PROJ U.N.O. O 01HOMN' q) 2r:1 _ CV BAND SIZE AS NOTED 2" PROJ U.N.O. U:3 Yf�2 ,,.F TRIM SZE AS NOTED < <3 DECORATIVE SHUTIMR - &Z'E AS NOTED I - DE.CORAI'IV'E BRACKET - AS NOTED - OR EQUIVALENT ►j/W►/�I,� 'V)5 D1= CORATiVE LOUVER - SIZE AS NOTED ?OF 4" DECORATIVE DRAIN TILES LL 267 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND Q COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 EXTERIOR. VV'A1.L MOUNTED LIGHT FIXTURE. U Z a' 4. OF LIGHT TO BE 6-0" A.F.F. U.N.O. >- O J O z U W X miW Q ��^^ vJ Q Uj W -� r --- m Z w w 0 c� Z Q O I-- W Q O Z W ° W 00 �W Q _ 0 F_ H LL LL. <C F` X Cr) `- O Z J O O z 0 w U z Abbott Park a w -- - U_ CL LOT 010-02 W <C 0 �'i iL-'INr, WPVI Z iT 'AFF} PROJECT NO. w I- <Q - - - \` i . � ' 8" '�. 2020.004117 z 18' 0 7/8" 18' - 8 7/8" �-' 0 7/ 13 DRAWN: � I M U w — -: �I CHKD. � -=f ..._. ...._ JAC u' �223 \ - F=_z o 4 i260 � s�,..�, . .� o ..:�, 20 1st LEVEL BRG ��'�._ _ �� 1st LEVEL BRG 4" 260 jr 2b310"x60" Z 6" 260i — 223, L __ I .__. �._ _. _ I 0 4 2 .....� - __ I I , f I ,1 ,227I -- -..- -.._ _ is I 1 I 1 - 06 .._.. - L -12-2020 O I � T -- - .... Z I._..... I i...__ I i _, -- REVISIONS: d }. I , i �, rW - _ _ ........_-....... t A200 i _ i No. Description Date 1st LEVEL FFE _._. i__. _ -_! : l _.1_ i 1st LEVEL FFE ____ -_ _ w 0. .)ocu6ugn Envelope ID: 884F13B6-EBIA-4869-9598-6683060B682C - I - I L, LU 'L " L -I i L I - . j - 4 I I._ INSULATION BAFFLE BE TWEEr',1 TRUSSES INSTALLED PER MFP WRITTEN SPECS 12 FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVEIF, WD SHTHG OVER PRE -LNG WD TRUSSES (RE: STRUCTURAL.) 2x4 BLOCKING at24"OC ALUMINUM DRIP OVER lx2 DRIP EDGE OVER 2x6 FASCIA W/ ALUM I NU M-vVRAF-'1 VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFIC-'A-F!C'1v'.) NOTE: APPLY SEALANT .AT A' EXTERIOR MATERIAL JC)IN' Fm IN ACCORDANCE WITH AS-11 834 AND ASTM C 1193 FIBER CEMENT - OR VINYL LAP SIDING PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) T\ 1st LEVEL TOB ,-IkVA RIES ----------- '4--" EV) INSULATION PER CODE A40C MINIMUM SAG RESISTANT CEILING GYP BRD PER F-ABLRC'R I -E R702.3.5 POURED BOND BEAM `RE: STRUc--rURAL) PRE CAST LINTEL. (RE, STRUCTURAL) NOTE- RE- FLOOR PLAN (SH All O/Al 20) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION Wil 1 x2 TREATED FURRING STRIPS at 24" 0. C. MAX 'I x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 01-010 INSTALL VAPOR BARRIER IN ACu-0RD/-\NCE WITH ik S'f M tE_' 16 4 3 8 FOUNDATION/FOOTING VARIES (RI~ E- STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = l'-O" E 0 c 0 d z 0 c W APEX _c 0 a) x z (1) O. co w LLJ z d (D z Lu t S < trule design st 0 1 9000 REGENCY SQUARE BLVD. (D u- SUITE 100, JACKSONVILLE, FL 32211 z 0 904.821.5200 .01 F- 0i 0 0 0 RRHOMN' 0 <ti #WKA$ C) I U- 4- < 0 z ca _j 0 z "r 0 Lu I- X W mi IL < U) x w w z w0 Wz 0 u) 3: 0 a �C LLJ < 0 z•UJ b, U) _j W 0 0UJ W F_ < 0 W 0 LL uj IL < x O o z _j 0 0 0 z w z w Abbott Park aU- LOT 010-02 w co 0 w PROJECT NO: 2020.004117 z . .. ............... . ........ ... ...... .. . .......... . -_ 0 DRAWN: U) Imu CHKD: JAC U- 0 -0 LO U) w _j W z 06-12-2020 z REVISIONS: Q No. Description Date j 0 W W w . ........ . . . ..... w < . ......... - - --------- . ....... 0 0 F_ z A400 0 )ocuSign Envelope ID. BB4F13B6-EB1A-4869-9598-6B83060B682C TRADITIONAL HARD-COA�--\ STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. VERTICAL AND HORIZ CONTROL JOINTS AS REQ'D FASTEN ZIP SYSTEM 0 SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR — LOCAL BUILDING CODE - TOP EDGE OF WEEP SCREED TAPE WALL SHEATHING WITH ZIP SYSTEk TAPE OR ADHESIVE BACKED FLA,J (MUST MEET AC148) CODE -APPROVED VINYL WEEP SCREED TO LAP CMU WALL MIN 2" CMU MASONRY WALL *ZIP SYSTEM® SHEATHING IS APPRIOVt 1, FO REPLACE THE FIRST LAYER OF A T�,`JO I ', Y ER UNDERLAYMENT SYSTEM. ZIP SYSTEMS (FF.D SHEATH .R-RESISTIVE BARRIER WITH A ! AST EQUIVALENT �X_; PAPER. OTAPE iVER ALL JOINTS M SHEATHING.) i'l., A MIN .)IN TS 3AP RECOMMENDED AT EDGES HARD COAT STUCCO ATVi BLOCK TO FRAME TRAW�l 1(,,N) e construction detail, are pt,N :,i,tit t and may not apply to every Sl1r.l.-It '.I it,, as of these or other construc.0o, 1 00,, , WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS 0 SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENI PANEL EDGES ZIP SYSTEM 0 TAPE (INSTALLED OVER AL JOINTS IN ZIP SYSTEI SHEATHING.) OVERLAP TAPE A MIN OF 1" AT ALL T-JOINT,' 1/8" GAP RECOMMEN FASTEN ZIP SYSTEM REQUIRED BY ENGIN AND/OR LOCAL BUILE CMU IV -11F tiY5 I LMQVSHLA I HIN11-i I5 AHFhUVtU I U REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS @ SHEATHING WITH LAP SIDING AT 2ND LEVEL (BLOCK TO FRAME TRANSITION) � he construction details are provided to assist in the wstallat!on of lip Systc;T ',r) producti s;: and may not apply to every situation. Manufacturer accepts no respon�::bllity or �lal,;Iity for the use Of these or other construction ruction details. WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS 8 SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANEL EDGES ZIP SYSTEM 8 TAPE (INSTALL OVER ALL JOINTS IN ZIP SYST SHEATHING.) OVERLAP TAPE A MINIMUM OF 1 " AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT I FASTEN ZIP SYSTEM (9) SHEA ENGINEER -OF -RECORD ANDA *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM, ZIP SYSTEMS @ SHEATHING WITH LAP SIDING AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System Oproduct(s) and may not apply to every situation Manufacturer accepts no responsibility or liability for the use of these or other construction details. TRADITIONAL HARD -COAT — STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. FOUNDATION VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY TYPE AND LOCATION. CODE -APPROVED WEEP SCREED AT BASE OF WALL METAL LATH INC, ElFt) r;l\j ONE LAYER OF'v'VA I Ek ;VI VAPOR-PERMEriRi fir i,: III "i PERFORMANCE b , LI-A,11- NJ t,/V UT" TO GRADE 1) R(JIt 7 AL i i' N)N` "A100[i "_)H. i T, `FOP E DGE C-l- ilJT,L� - TAPED TO '7 1 P S �-'S " l7 M r; BACK77D 171-A0!( J,�!. 17; 1 -,11 *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS @ HARD COAT STUCCO AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System 0 p•odu(A(S.nd n,a, I op� every situation. Manufacturer accepts no responsibility Or liability for the use of thesr, cr other cOrlltl L1, 1;1 P, d 1 :11 /--..ZIP SYSTEM@SIiEA7HING' LATI WOOD OR LT, GA. METAL STUDS 4 r ONE I-AYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER r )N ZIP 'Z i Ir" SY) tvll; -,1 i�-A!��-PPDVEDTO 4f, l; A"TW&LAYER TOP EDGE OF DRIP EDGE FLASHING TAPED TO ZIP SYSTEM SHEATHING SURFACE W/ ZIP SYSTEM TAPE OF ADHESIVE BACKED FLASHING. (MUST MEET AC148) �--p j- 0 ZIP SHEATHiNG -v\tl AID_HE_^R'.'_D q_r0NE AT SLAB ON GRADE 1�1 1':d •riily not apply to -,: �-,ollstrurt:orl detaill- or I'll I 1 5 'IT 0 LO ti d 00 z C W APEX -I-- 0 W Uj z qj W 0 00 UJI z 0 z Lij t S true design studies 0 1 9000 REGENCY SQUARE BLVD. (D U- SUITE 100, JACKSONVILLE, FL 32211 ':� z W LD 904.821.6200 0 4- 0 CY CL 0 041HQMNV, a) 0 L_ 4- < # 0 zz U_ < z 0 >_ 3: 0 0 _j 0 z r 0 ILLI x Uj < Ia. U) x W w 0 = z w Uj z 0 3:a �. 0 w J < 0 z qdm W U) W 0 0 qqt W W F_ 00 0 LjL LLJ LIL < ti U) x 0 z 0 _j 0 0 z w z w Abbott Park x CL w U- CL LOT 010-02 w < . .. .... .... 0 W 0 Uj PROJECT NO, 2020.004117 z ------------------ - ---- .... . ............................. DRAWN: U3 IMU w ....... . ..... . . .................... ....... ........... .......... .... . .... . . . .......... . ..... . 0 CHKD: JAC U_ 0 O Cn w 0 z 06-12-2020 REVISIONS: No. Description Date w W - - - - -------- - z A405 0 0 7ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6B8306,;,B682C 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 r- SHINGLE ROOFING ROOF CEMENT "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 I ............. i 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 BOTTOA 1. 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 \\ x ROOF/WALL SCREED 5x5 WALL FLASHING x � � tilpH \ Wr Zw i QWk- ..� x x KICK OUT x x xFLASHING (SEE DETAIL) FELT UND Y WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING ^L DRIP EDGE: OVERLAP---�� T, EXTEND 1/2" BELOW FASCIA WRAP SHEATHING. 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 SCALE: N.T.S. � : r , A� Pllo�`t ; � i 1 ,L � •,,, I f f s j Ii COI C;i; • A i i i t{A PAE_MNI?ANE ENR`' M 'i 130X APPi. Y I(',, FAC'! STEP #3 o . .. L- Ni ., N1. Ji STEP #5 ELECTRICAL RECEPTACLE -_., __ 2xSU3-TiANU J1i %Nk 'CII V _----- ✓ @ END WRF.PP--D ;,"I r -t STICK DRIP EDGE ji TEXTURED FINISH (Cv W( 01)�t," TI"XTL1;,f 1 1/8" v' •' FINISH (u? CN;L) •\ � 4 j METAL FASCIA VOR . `' I S-TUCCOI. 1" FROM WOOD'N"..Li. EXTI RIOR WALL (" (FRAME OR CMU) NOTE: NOTCH FOR 2xC Si;i< }.. . , ;•.!:'.� ; r BAND ONLY OA ELEVATION PRE-ENG'D TRUSS TC t31. WALL INLET TO AVOID C0N I AC! T W/ TEXTURED FINISH - i 2"x4"x4' 0" SCABBED•; — - TEX-i1F`_D TO TRUSS W/12d NAILS 6%8" O C. MAX 13 LAY"c. R #'I _..._. WRAP r, i CU F"' X" INTO SELF- ADHERING 1 rvhd,?i'.ri; Fi_ASHIN3 i S .L'- ADHE: RING ll"•P B.!C :f'kNE FLASHING ;;OX AND OVER "J'B LAYER #1 VVJRB LAYER #1, - STUCCO WRAP APPLY 60 MIN GRADE D' FEL.-T OVER SEL.F- ;DHE R'NG FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIr IBER BLDG PAPE'R " 8 i /f STEP #2 STEP #A+ STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S FFI. T PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 1" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK *ROOF CEMENT @ ROOF EDGE OMITTED FOR __ CLARITY >vr_> NANO DETAIL WALL (FRAME TSB 1 ru g 2x Sl1B-BAND WJ1 v:,'x'-' I-OR!II IPER. B' l I!IA'-' t::-i PAP[:ft METAL WRAP FASCIA ` RO f N\G Ci. .N1. DRIP LIX.' i DRIP EDGE EXTERIOR WALL1,4 OR CM1 b SUB BAND DETAIL _@ WALL 1 KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK 'ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL C@,,�WALL W/ KICK -OUT SCALE: N.T.S. r' O LO U r' a O ° W APEX I-- 0 LU 0 z U):D ° m w W W z_ 0 W tds .6 N Q true design sludi,os Iz O —1 9000 REGENCY SQUARE BLVD. W LL SUITE 100, JACKSONVILLE, FL 32211 ZO 904.821.5200 p ch - c O DORSHOMON, 0 0 0 f 0 LL Q Q z N O J O z 0 W x W <t W U) W m 0 = z �W^^ W z VJ O O Q 1- W w J< p z � Q U) WW o J '� L J W a F- 00 o L1- LL ti x � r o O O 0 z W 0 z F_ Abbott Park Ix W U- °L LOT 010-02 W Q... ......... _... _............... ....... _._ ._._.._..._.... J . (n W PROJECT NO: F- 2020.004117 z __........ -----------------. _.. DRAWN: IMU w —._..._._................... . n CHKD: � JAC O 0 CO LO w W J U co W z_z } 06-12-2020 Z REVISIONS: No. Description Date .. _ _ _ _ ._p............. _....._._... _ a w - - W : : W -- ._................_...—_.._........... ..... _I _ ............... —-._......_..............._ 0 A500 z O 0 )ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6P83of:li B682C - 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS FLANGE CASING BEAD CASING BEAD at WN SCALE. N.T.S 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH FROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED X � CASING BEAD (AM66-ANGLED-1250) Pr1 U z o zco W LU W Uj >x� �C> �� nX VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY A QED BAND at BLOCK SCALE: N.T.S. E_R h1 1 I \— PRE -SHAPED STUCCO BAND ( W/ SLP TOP INSTALLED PER 'S L- = _ -- MFR WRITTEN SPECS (RE: (P) _ i I ELEV) SELF ADHESIVE -OR- FLUID j ! APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) 11-1 VINYL FLANGE CASING BEAD L.:D ...... " INSTALLED PER MFR WRITTEN SPECS (TYP) " BACKER ROD W/ SEALANT RIOR EXTERIOR if )C"W HEAD at CMU SCALE: 1 �" = 1 r-0rr / \ PRE -FORMED CONTROL �.. 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE -- { FLASHING CENTERED UNDER ;- CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) i _ ,. P I CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. •2 � CORNER BEAD (FASTENER & - SPACING at 7"O.C.) cv N - CMU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY -....__ _. SPECIFCATIONS SCALE: N.T.S. - - CMU WALL W/ f' STUCCO FINISH i r (RE: STRUCTURAL) k" GYP BRD OVER J A L PRE -SHAPED STUCCO BAND 1x2 TREATED _ _ WI INSTALLED PER MFR FURRING STRIPS = - WRITTEN SPECS (RE: ELEV) wAl at CMU WALL (TYP) y WOOD BLOCKING ........ i SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) T 1x WOOD BUCK----- P I VINYL FLANGE CASING BEAD SHIM AS NEEDED ! INSTALLED PER MFR WRITTEN SPECS (TYP) 38' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 1/2rr = 1 r-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI "Z" FLASI DO NOT Ct..,.... - SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO ELECTRIC METER - FIELD VERIFY LOCATION ; ........ `�- _ _ ._... STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. AREA TO RECEIVE:: % SEALANT) STUCCO t3CRATCN CC--"-* SEALANT at & 1 COAT OF PAIN' W! TOP & SIDES BACK -ROLL PRIOR TO DRYER VENT (BLOCK SCALE: N.T.S. <N FRAME TO BLOCK U 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 12' GYP BRD OVER p.INSTALLED PER MFR 1x2 TREATED _ WRITTEN SPECS (TYP) FURRING STRIPS a CMU STEMWALL W/ at CMU WALL (TYP) §8' STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 112rr = 1 r-0'r ELECTRIC METER INSTALLATION r i _LL'TR t. ML1ER ` IEL.?`iERIFY 1.1C°:TION (;GAT AND ONE (1) ;_AYLK OF PAIN T PRIOR 1 0 INSTALLING ELECTRIC V 19E: T_F; CAViTY TO BE FILLED WITH RIGID POLYMERIC /` ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR ELECTRICAL_ Cr)N�1_)U1_` PE:N -_TPA '' ` N1 WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING WI 6 REVEAL_ STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 114" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. 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. __Aa FIBERCEMENT -OR-VINYL LAP SIDING- OVER APPROVED '✓ FOUSEWRAP INSTALLED PER r MFR WRITTEN SPECIFICATIONS ` r EXTEND HOUSEWRAP OVER NAILING FLANGE WD SNi r I I:Jr S- R� (R". �i si< '.' ..E..�rr. t. ,'�;`:;>F;i_A•1-RING � r,, '� 'r'F. ?-RUC"T) N ;t 'EL yr MAX L MTL DRIP FLASHING W/ F HEMMED EDGE SET IN CONT WALL BEAD OF SEALANT TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING ---! p MEMBRANE FLASHING OVER WINDOW FLANGE C,,' Wir)L. '.> P,1P SEI-F AIA if Nf_ �\ BEAD OF SEALAN SET IN CONT ri.ASE{INta. (,: E:AN [VIA,,:N'rY P.•F FORF APPLYING - - VINYL FLANGE CASING BEAD INSTAI 'N; GC:O f"1h!',:;1 x'" WR TTEN SPECS (TYP PER MFR ) P) �i 1/2" (MIN) STUCCO FINISH (' N : {� TEXTURED PER COMMUNITY SPECIFCATIONS V SIDING HORIZONTAL `a RANSITION (FRAME TO BLOCK ... U1 �iIJ LI. GYP BRD OVER 1x2 TREATEDj�x, FURRING STRIPS I at CMU WALL (TYP) / Nlh U. REAL) PT 1x4JR- ' % PT 2x4 F fl ,,E Ar'r' �r L' FRAME ANCHOR R M O F,:,s+ttdt7 , r:r •; SHIM AS NEEDED INTERIOR DOOR HEAD at CMU SCALE: 1 ;'," - 1'-0" SCALE: N.T.S. CMU WALL W/ 1/2" (MIN) STUCCO FINISH _i (RE: STRUCTURAL) �x Z. .x .r.iN'?S,R P rU1t.l iTvf�) f l I \ BEAD OF SEALANTS t;n; _ ` SELF ADHESIVE -OR- FLUID APPLIED y FLASHING (CLEAN gqMppAppS��OyyNNRGYIBEFORE ME.TALI DOOR FRAME INTERIOR EXTERIOR DOOR JAMB at CMU SCALE: 1 %2r' = 1 r-0" ti O U h O ° +o APEX W U W z N U) m W Alm\ W z Z W t S Q true design studios 0 O 1 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p F- s` 04HOMN' U Q 0 O .� J ILL Q � 0 z N 3121 0 _j U W X W Q w VJ w m W Z O VJ O Q I— W _.J Q O z qq;t w 0 d„ W O M w W W a !� L" U) X } r- o 0 O z W 2 � U z Abbott Park a a LL 0- LOT 010-02 J . _ ....__W... _ . _ ....... _ _ ._ __ ...... __._._ _... _ ......... (n U in LLj PROJECT NO: I- 2020.004117 z .... _......... ..... DRAWN. 0 W IMU W CHKD: LL JAC O a O LO U) W -J Q U co +:n O _z U) 06-12-2020 }z REVISIONS: No. Description Date __ ..........._____... p._.._.�._....__.___.__.._._._...1 W I� - - W W _ ..._ _...... U N 0 A501 z O 0 DocuSign Ewelope ID. 8B4F13B6-EB1A-4869-9598-6B83060B682C ELECTRICAL LEGEND ALTERNATE AC COND LOCATION I I st LEVEL f JRICAL PLAN SINGI..E POLE S%Ai!l CH DOOR BELL BUTTON 3-VIIA",' SWITCH CHIME DOOR BELL CHIME 4AIVAY SWITCH GARAGE DOOR BUTTON DIMMIER SWITCH r El GARAGE DOOR L OPENER ' ,�20 VOLT OUTLET 8 I GFCI DUPLEX OUTLET GF; DUPLEX OUTLET CEILING OUTLET CLG AFCI [DUPLEX OUTLET I ... ..... ... FLOOR OUTLET F LR SMOKE DETECTORB�JUNCTION BOX CARBON MONOXIDE F« CARBON MONOXIDE & DETECTOR SMOKE DETECTOR rELEVISION OUILE, NETWORK OUTLET SERViCE PANEL PH TELEPHONE OUTLET SERVICE METER I Ch GARBAGE DISPOSAL WAL.L. MOUNT LIGHT SINGLE SCONCE f`:L001) LIGHT I DOUBLE SCONCE S11'RIP LIGHT STAIR LIGHT 'd BATH FAN & LIGHT - COMBO VENT TO EXT (Z, BATH FAN - VENT TO EXT CLOSET CAST'ER . ..... L" LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT KEYLESS LIGHT FLUSH MOUNT LIGHT & HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK _!GF I'ON-41 LIFE) FLIJSH MOUNT -.LIGHT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT L_li3HT FLUORESCENT LIGHT REC'TANGULAR FIR ROUND PRE -WIRE FOR CEILING FAN CLG FAN ROUGH -IN PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN LIGHT ROUGH -IN E 0 b 0 z 0 U) APEX U) a) w z U) fn w w z d 0 z w t S 6 < true design studios a) 0 E 0 9000 REGENCY SQUARE BLVD. 4) LL SUITE 100, JACKSONVILLE, FL 32211 z 0 904.821.5200 0 0 cr, 0 a) 041HOMON' < 0 w 0 _j LL < z (D 0 _j 0 z w x Ill a- < C/) x W < w 0 z ww 0 z C/) 0 w < 0 z LLJ U) I W 0 wW < 00 � 0 W LL U) x o o z _j 0 0 0 z w z w Abbott Park x x 0- w Ll- 0- LOT 010-02 w w PROJECT NO 2020.004117 z DRAWN: Imu LLI . .... .......... . . ............ ...... ... . . .......... in CHKD. JAC U- 0 C) LO U) w 0 z 06-12-2020 z REVISIONS: < No. Description Date w U) w w < .... .......... ...... () U) I-_ 0 z El 00 0 0 )ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-668306OB682C DESIGN CRITERIA AND LOAD. Buildinq Code Florida Building and Residential Ccx;r-s Editlor ,, Code for Design Loads ANSI/ASCE 7 ROOF LOADING' ................... .... C = ' TOP CHORD LIVE LOAD. 20 P it TOP CHORD DEAD LOAD.....- 7 PSf I! BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE 20 PS! ATTICS WITHOUT STORAGE.. 10 PS[ 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 (NON t,6N 5 PSF 139 MF :I' L'. LNi. LO FLOOR LOADING .............. TOP CHORD LIVE LOAD. _ TOP CHORD DEAD LOAD i BOTTOM CHORD LIVE LOAD BOTTOM CHORD DEAD LOAD SPECIAL F t r.f I A ROOM � ) Nt. FLOOR (GAME t' - T VLOAD...._ OP CHORD LIVE I TOP CHORD DEAD LOAD BOTTOM CHORD LIVE LOAD_ F' i BOTTOM CHORD DEAD LOAD P: ! MAXIMUM FLOOR TRUSS SPACING 6'' DEFLECTION CRITERIA LL 240 ROOF TRUSSES .............. ...... T L ; ! 3::I L MAX FLOOR JOIST OR TRUSS..., LL.. -.8t. TL i(' BEAMS ........................... __ LL : O TL 1"i NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING LXTf i� l,.: ABOVE SHALL NOT EXCEED %" DEf I EC ? ION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSUR WINDOWS AND DOORS EFFECTIVE ZONE DF I .,NA' i WIND AREA IZ - Interior Zme ;ps EZ L Z 0 - 20 ft2 +28 54 30 96 +2r 21 - 50 ft2 +27,17 '9 59 51 - 100 ft2 +2.5 52 101 - 200 ft2 +24 25 { . VINYL SOFFIT MAX PRESSURE GARAGE DOOR WID1 ii' 8 FT 10 FT pfti 16 FT 18 FT "GARAGE DOOR HEIGHT MAY BE Of i IGHt 1` END ZONE KEY MAP END ZONE: END ZONES SHALL BE T.,,, KEN AS THE 1 ST 4.0' PER FIGURE R301 2 i TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NnTFS '1 4 p O STUCCO AND DIRECTLY MIN'%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%h" 24/16 ! _ ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O C. AT PANEL EDGES, 12" O C. IN THE fw ~Q c„ (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES w= __ ._._ __—.._ .._ . _. _ —.. _... __ .. ._....................._ j -� z ALL OTHER VENEER _. _ _ __ MIN Z116 " 24116 SPAN RATED OSB OR PLYVVUOD INSTALLED VERTICAL OR HORIZONTAL CL ¢ (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 1%2 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION �c O - w � � (NOTE 7) T T5 1 NC K NAIL ' O C AT PANEL EDGES AND PERPENDICULAR O SUPPORTS W/ 8� RI SHAH b 4 U _S E I; o ! 8" O.C. IN THE FIELD I' a w z SHINGLE AND METAL ROOF MIN �/6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION a M - {NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS. 6' O C. AT PANEL EDGES, 12" Q.C. IN THE FIELD. 2%2" T&G OSB OR PLYWOOD W/ 10d COMMON, 6" O C Al PANEL EDGES. 12" O C IN THE FLOOR DECK SHEATHING: (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULARTO SUPPORTS W/ 8d I PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES, 12" O C IN THE FIELD OR MIN /," EXTERIOR GYPSUM I CEILING BOARD, FASTEN w/ 5d x 1 5/3" COOLER NAIL OR NO.6 x 1%4" LONG SCREWS @ I;_ 4" O.C. EDGES, 8" O.C. FIELD NOTES 1 FOR SHEATHING THICKNESS GREATER THAN 15/32" 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. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL 4 ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP R W NAILS ARE RECOMMENDED. AKIN IN E REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SC 6 ' /b2" 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 7/6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS 7 1%32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15&" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF 8 WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9, 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 PRESSURE TREATED LUMBER — DIAMETER LENGTH 8d -COMMON 0.131" _.ENG.. 2-'/s" 8d RINGSHANK 0.113" 2-Y8' 10d x 1-'/z" 0.148" 1-'/2' .......... _ 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-1/4" 16d COMMON 0.162" 3-'/z" PRESERVATIVE.-- FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC COATED FINISH. (INCLUDING ACQ & MCQ) I ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: ! INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. _ NOTES: — - - 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. 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 CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO) ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO) , ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP 24" LONG #4 BAP, !S RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/�" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WIT 11 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. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE 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 CCOHrESiVE 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. 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. 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'xl5' 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. 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. z TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING & LOCATION OF THE FRAMING PLAN 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. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERA T ION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE. TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 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 MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS li (8)'% X 1 %" SDS SCREWS O a 5 %" x ' 1- ii DTT2Z IN STUD'/2' 0 X 4'/7" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB TZ yz (� x 4'/z' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 WIN (18)0.162"x2 1/a"IN --- HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 1/2"(7) MTW12 10d x 1 (NOTE 2) �8" 0 x 6" EMBED ANCHOR 48" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Yx' IN (26) 0.162" x 2 '/z" IN HTT5 STUD/BEAMfTRUSS HTT45©" STUD/BEAM/TRUSS MSTA24 (9 10d COMMON ) tJISTA24 (9) 10d COMMON (NOTE 2) 18" 0 x 6" EMBED ANCHOR 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)Y." x 3" SDS SCREWS (24) 3" WS IN STUDIN HDQ8-SDS3 STUD GROUP PHD8 UP 12" EMBED GRO 8 0 x E MSTA36 (13) 1Od COMMON MSTA36 (13) 10d CC)MIv1C)P) '!8' 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH ENT) ANCHOR IN CONCRETE (7) 10d COMMON Its (7) 10d x 1 '/a" IN TRUSS (7) 10d x 1 Yz' IN TRUSS (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) %" x 2 Y." TITEN (5) Y," x 2 '',," TAPC.C:iN IN SCREWS IN MASONRY MASONRY (11) loci x 1 8 10d x 1 %" IN TRUSS () - 9 10d x 1 '/V IN TRUSS () (11) 1Od x 1 'h" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER H T W20 TRUSS/RAF f R GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 '/a" IN (11) 10d x 1 'r,' !fir STUD STU[) 1 i. (8) 10d x N , (12) 10d x 1 /,, IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS h1TSM20 TRUSS/RAFTER a HTWMwO TRUS'S/RAFT F, NOTE 6 § " 0 x 7" EMBED EPDXY 4 „ 0 x 7" EMBED EPDXY 12 1Od x 1 '/a" IN (4) 1.4' x T 'AIEFY_,f !:1:)L T STUD OR EQUIVALEN-1 I 1 c•'Ut (5) 8a x 1 % !N (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/a" IN ABU66 �8' 0 x 7" EMBED EPDXY PAU66 48' 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS j (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE hiA8 1 (5) 8d x 1 /a IN RT7AT (r�) 8d x 1,,.. IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE: (5) 10d x 11 IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 11/2" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC2$-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM „ (5) 10d x 1 iz" IN TOP PLATE (5) 110 i x 1 ! r T OF (1G) 1 Ud C,ON?M,.)N ! i HU410, (18) 16d COMMON IN HD4% 08) 16d COMMON IN HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAF rI i; HU210-2, 00) 1Od COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) /;' x 2 '/:' TITEN LUGT2 (5) O" x 3" WEDGE. Lic)L , :I HUC210-2 gEAM HD210-21F SCREWS IN MASONRY OR EQLJ!VALL:'J`f (28) 16d SINKER Ih WA L !.. HUC212-2 (22) 16d COMMON IN HEADER HD212-21F _BEAM (22) 16d COMMON IN HEADER (26) 16d SINKER 10 10d COMMON IN BEAM _ 10) 10d COMMON IN BEAM LGT3 IN WALL FRAMING (12) SDS 'A" x 2'/z" LUGT3 FRAMINC. (12) WS25 + (4)Y4" x 1 /a" SDS SCREW 4 '/d' x 1'/z" WS15 SCREWS O IN TRUSS IN FRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER --- , HGAiOKT (4)%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO MITEK EQUIVALEN I' i (4) SDS'/�' x 1 W' SCREWS (4) Ye' x 1'/7' WS15 SCREWS HGAM10KT IN TRUSS/RAFTER ' HGAM10KT IN TRUSS/ RAFTER (4) %" x 1'/." WEDGE BOLT /4 (4) x 2/4" TITEN SCREWS OR EQUIVALENT IN IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG, PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED At. TERN A ' :-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 '/a" 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 REQUIRF-S Y." 0 x 2 %44" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 %/ 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. ilI�1��l�_.� f1�A11�1. '�Yr- I• � i 1ql—Ir qq i �rQtt..,.��n�w nRF�■ � _ o� >2 U rn AWN r N E - 'i!'_. r�f";,N ";J!r,Er!SANEQUAL O A . ( l''.. ,, , r :ir, f r'.r', i., ,�T!ON Si >n Y 0 OZ-4 PLAN 0f', DE ! F\i!.. O Z O L 1 C APEX L_� i^,.,... LU 7C 5P C1,:;L i i !�, u Z N Oiv CL iv! m ! ,.; f: r E t..^!:) SL LNGINEERED LUMBER, 1 1,6" WIDE, LINO, 1 A t r 1 . Ft ! 4 _ ,L . „ E EQ JIV..1_ENT 10 2—PLY 1 ,. SEAM) W ,•, Nr .T v E 3'� EEf:f: D LUMBER,? ' ." Ly DF W !. JE t Ak: ,A!. L, V;1 P:;_ , ±vl.iNi:J`.:'RED LUMBER, 3 !'' VVIf)E. UNO. Z +� FJry0 !NiEF,•. J! s< Lei/ �P;i^!';'vVAL.+ SPECIFICATiONS W t S : :LiL� O)T LIN.'!°` CT IONS. DE FAIL. SF IN E R!t + rtEAFN`I, I „ r Li 1nJ; T Fi NO UPLIFT NO UPLIFT ANCHORS REQUIRED. MINIMUM (� ',i' ANi:HOR ;1 8'4' O C (UINO ON FRAMING PLAN OR S?v 7Ft i 1t .;, 1 ,1,,:,; d 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 .� fiif�UCTi F<Ht.Lvu;;L-E1.�.fyt Z O 904.821.5200 p STUD CC` 'il'v9NrF _ ...._ .._ _. ._.... NUrvIUr. i ;! ;t )r•sh,; (; I'ING1 OP PLATE R') STUDS. O c Y ) NUS 6i ,1 r i i?K:AM GIRDER TRUSS. STUDS a- !' _.._.; il_ ._._..... r, , ;.i.iF L�r)NCOAGRADE, IORAN DE, NO i011109ON' O.TF`ZN�(U3 T UD COLUMSJ U � V J 'ONNECTION ! , � . ...., _. - ,. . ,� ,ti i i ,t.L t)UJUN F,EC,U{E�.C._) r, BASE t,F .,OLUMN NC) J: C;'!"I'., i, �, it.. t! r[, UJI '^ :i 11 t 7 - O �.. 1 !. J 1 v...,, I,r , f .NV RE .)U!Rf_,- FROM 2ND LEVEL J C t�i L.If:ll i !.1LJ`i FHEADER/BEAM. U_ AN_'l ir., : i,Eo, Iht: Pt i'TOM PLATE ANCHOR WITHIN 3" CIF- STUD COLUMN Q � a)iJF`li:J(' FING ST01")S TO BO 1 T(.)M PLATE 0 iE ADFR TO JACK STUD 'AA,_-, O q J , t ry i "i F!CLDDOVUN REQUIRED AT BASE OF STUD GROUP Z RN: STRAPPING REQUIRED FROM 2ND LEVEL STUD = ';T UDSlHEADER/BEAM U W i•a% n:,li,i ' i i '.._ :SiS (RAPS AT BASE OF KING/JACK GROUP F- v�PR.AMiNG KEYNOTE W CL ".: NUf 1'i';i _iF I;!P1 I r.. f At-H SIDE:: OF OPE.NiNG X UjI. iE,, D L H i lr ' E F r { r+.f AS NON BEARING HEADER DUE TO LIGHTLY Q W !'OADr'?': JNUiTi(.!NfiAfiC)VE PER i R, •MIN+:: K_FYNOTEco � OF 'OPENING ❑ ` W _.. r...,_ i; , NL!P,,•�..,. .:! ..,\l,t, ,_ ! ;.!r • : L.ra,_.r • ,,)L)E. OF OPENING Z 0 v, r> I _.. .........._..__..__.. DEPTH :F 1.�._�AD-E>F..r�itl,`.�, a, ,:rF HEADER O S - -- -- NUtr',HF R. F PI iE5 ,E R J W < O t N ,lN ! [ ' i, ! .)::r F NAMING KIYNOTE: "L' . L:f',CI'i SIDE OF OPENING Z 0 W F JACK . '! ' f �,C!{ SIDE OF OPENING ❑ ✓1. r' L OR SYS4 _ _ .. __-Al HEADE. wLU ❑ __........._ N{..!f\,,lBL!:' r= f' I N i4f.^,C)EF<{1'4:,WIDE UNO) (� U_ �V- H-iEADER FRAMINIC3 aco ti -•_-' ;+F:Af.d: F? ,,, K ••,ND KING': r U DES S`sAk:. i.. 13E FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. This item has been electronically x } signed and sealed by Justin M Lanier, �- r:: 1 r - PE on the date and/or time stamp '•i r. c , C' ! ! ! 'r c +,.Ji:l) CONDITIONS. 38" OR LESS CLEAR -OPENINGS IN AN shown usinga digital signature. p 1 f , ' > -^. 'J N F;L ! .i E' r.f'!NG HEADER. SEE PLAN. Q gZ ROWS ',W ,Q 8" O.C., STAGGERED ALONG EACH EDGE. 0 t-t13tar9TCFNAILS ❑ >- L _, r)[_ C-? F� - r,;.a,IL' �..J at♦ t. ! �; C�-t I}'. (Of' RL'C(}RD. = W i)KING STUD AND (1) SDW015450 KING STUD TO BOTTOM PLATE O ~ C >NNECT,C N F?E:�Jil�f=0 FOR OPENINGS AT FIRST W Z Abbott Park X, Ur 'LAT E. T) ";E,41)t.:R C'J!vf`a ! ION PL,sR :;!';L 01 (h1r FOLLOWING ENO CONNECTION REQUIRED FOR x n' N s > r In, ; c W Lt. JT I , Iry 3, ;) t �� i r .7T 1 LC,(, ! LADF_ R,, AHEN .< 2ND LE`: L L F OOR .SYSTEM IS ABOVE: a — n SHO ii,,1,1N , � r'. �._ . !f✓.,,i 1-, i^ a. �f „ f..+,r�A F FC f r,..f,DFrt.�) T..S LOT 010-02 • ; -', ; Ff- N ' F i : ; t )Ir't ' ' is!..'! ' C ! iFP! iE.: r. +r: !�l'1 i OP HTS ,vi (14), 100. x 1.' >" (UR EQUAL APPROVED BY EOR). APinr( I it "v'IE:F?S MAY BF FRAMED AT 2a" O.0 ❑ W PROJECT NO: I — F Ri? M I N t NOTES 2020.004117 _..... ...._ _ .._..__.._... z 1f : N (,, i I( K lt, „ Jib rjjjji '_"LiALL HiL. USED IN ALL DR!L.LED AND EPDXIED ANCHOR APPLICATIONS. DRAWN: Fn f, v R.FINF--ORCiNG STEEL MAYBE. EMBEDDED TO THE SPECIFIED DEPTH, IN IMU W __.._......-__-_-......_...... _—_._...........-_...... ...... 1; ; 1 6i G.. F',t_ATFF: T c V,IN P F,C, iF+cD ANCHOR DIAMETER). CHKD MANUFACTURER'S EAF p !i'M!11,l (�_ ........ .._. t`1 ,`yTA!_K..AT!�i�. -CF DR`! USF:. ONL`r•, UNC. r LL'NATERPROOFING AND FIRE SAFETY 8 t' ' <L )I I • , , : OR .Aid^ !',flE T'v ',f i)ESiC;NECi AND DETAILED BY OTHER. r O i:_I ` C4, -;.,,, ; 1: e_ AD1)iT!ON TO FR6+MiN FASTENER REQUIREMENTS LISTED IN .1 ,,,►�111111t#### C7 'O FIE PROVIDED BY TRUSS MANUFACTURER. ,��15"(IN LA/ty �♦i♦♦ W f'_1 S> ,JD C !:: .'•li. i . -,.N' C)RN :i�S TiJGE:THER'�^JITKi (2) ROWS 10d @ 8" O.C. STAGGERED. �� ,��•• •••••••• �C`/Q ♦♦ J ,�.LL GIRDL R LOCATIONS TO BE CONTINUOUS THROUGH FLOOR `�� •.•��G E NSA ..• ♦�. Q cPJ HEADER JACK/KING STUD GROUPS) „`• ' • NO 85166 i <<,/,TH (4t 3d TOE NAILS OR (2)16d COMMON END NAILS. ,. DoeuSlgnedDy: r N 7' L 'v'diTi I (3)Sd TOE NAIL.S. STUD GROUP BELOW MATCHING GIRDER OR BEAM a: :,T!ONS AS IJOTED ON STRUCTURAL PLAN, UNO. gz�o �ncgoss... — t- : Z X.; =i t� • ^�'. )IJS! Y SHEATHED WITH OSB OR PLYWOOD 0 .�14U a� ♦ s'� •...... .•• 06-12-2020 z REVISIONS: No. Description Date I ❑ -_-------- —...... W W _ — F- , W , Q U O ST=1 O CVU1IP.ETAL CONNECTOR ENGINEERING 7 111M." IF W cuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-61�,-,-iO,,JB682C zo Go 8'-2" -10 1/2" �T - �2.D L 1 IT-2" 3'-9" CD OPT Co 01 91-101, L e 011 A .. ...... ..... ... .... . ..... L At' 0 OPT OF T_ F CD L 04 4 5 L 77, T-2.D E T-2.D i. 011 F-T (D Z U)_j ry 0 10 Ir 0 0 LL U) U) U) U) < 9 'T 0 (D W UNDER DOOR ifl7.. W OPT 5 9i T Q-2. D T Q-2. D F\` ................. . .... .... . .... ... J. .... ...... --- — — — — — — — — — — — — — --- — — — C� ..... ...... .. .... ... . ... _J 0 .. ...... . ... ........ _.__.______. . .......... FOUL )ATION PLAN 1/4" --. I 212"x34" 36-0" 65-0" .. ...... ... - .............. 2020...V.1.....01 G NE-RAL FOUNDATION NOTES- .. .. . .. ... ...... ENt". SI-AB ON GRADE SHALL BE MINIMUM 3 1/2"THICK AND HAVE 1`01INiMLIM,'8 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. i E-AR*1!! At -,if -I EARTH FILL. SUPPORTING SLABS ON GRADE IS A [ T(-'; HAVE A MINAIUM BEARING CAPACITY OF 2,000 psf, AND I-HAi, i FI?FEC)F ORGANIC. MATERIAL AND COHESIVE SOILS. ., r-4. TO!: I'll _.L IN 12!'LIFTS TO ATLEAST 95% OF MODIFIED Pf "'OR f,.`r.XIMLj;e,1 DRY DENSITY. Fr IF, THE OWNER'S OR p.L'PONSIQ_ILITY TO CONFIRM THESE ASSUMPTIONS. ')RBJILDING 0-IFFICIAI. DETERMINES THAT THE UITAID! ; C)P 2 00.0 FISF BFAPiNG CAPACITY. CONTACT DA N _11�619 WORK MAY 13E PEO.L)!REb. OR FRAIIXL*.*S I`J 7 EN- RECESSED INTO THE SLAB CONSULT f1i ANS FOR LOCATION OF SLIDING GLASS DOORS :...:.L�S��_NR f-0Vv'Al_ L AND Iv10fN0LITH;C FOOTINGS ARE SEC-SiAECT ST 2[)':'-)R ALTERNATE STEMVVALL 4, ;-,1f',C,_-,MM(7.NDED TO BE INSTALLED AT ALL >EI: "RE- EN i"AiN'T, C-ORNER DETAIL" ON FOUNDATION KEYNOTES: DC1 ES I,% P PL lC'_:1c',1B LE ONLYWHE'RE SPECIFIED ON PLAN '12" DEEP FTG UNDER BOX #4 G;1);N'r COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN 24"SQx20" 'WEEP FTG 'F) FIG D I wl (3) #4 E f-."EEP FTG F 36"SQx20" DEEP FTG i I L_ , W/ (4) #4 EVIL 3 Q.x 4'* DEEP FTG #5 VERTICAL DOWEL TYP wi EW, TAB HAS SHOWN, SEE MASONRY NOTES ON ST-1 ii v 113 R,` F-JNT TO CONNECT PNTER LINE OP 13(-VE (HE CE 2"0 VENT itr f OAIZOTAI. DRAIN PIPE TO ROOF 2"0 VENT r _fO ROOF 1 1/4"0 AA'. KS-1 �Ilvv_i 0:*(, 0, Vi N I" CRY VENT -To 'CONNIE ' CT A.80VIL THE CENTER LINE OF t41_ `10!�17_O.NTAL. DRAIN. PIPP- - WIC-1 1 1,- 6 a 0 b 0 z APEX W LU z 00 Of Ld LU z (D z LU tds -6 < true design tudicrs(D 0 3: IX 0 j 9000 REGENCY SQUARE BLVD. (D ILL SUITE 100, JACKSONVILLE, FL 32211 z 0 904.821.5200 0 0 0 0 04fisHorfloN e °' a E 0 ILL < h z 0 _j 0 z M 0 LIJ x WmiC.L < W U) W 00 0 z W W z 0 u� 3: 0 0 z 19t W M W 0 'Tt W W W F_ < F_ 00 0 LL LU U_ < U) This item has been electronically x >_ signed and sealed by Justin M Lanier, (9 PE on the date and/or time stamp 0 shown using a digital signature, z 0 _j 0 z 0LU z W Abbott Park W x CL W U_ (L LOT 010-02 W PROJECT NO: 2020.004117 z .............. (D DRAM Fn IMU W . .. .... . ....... - - --- - ---------------- 0 CHKD. ILL EAF 0 0 L0 N LAAt/ W 4�' < No 85166 Docuftned by: z AC 35- j4, 4% 4/4. 00 0, e"41&1,110 N A 06-12-2020 z REVISIONS: No. Description Date ------- . . . . .. . . .................. W cn 1 Uj W ....... --- ST z =2 00 0 CMUIMETAL CONNECTOR ENGINEERING )ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6883060B682C — CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH -`j c16" VAPOR BARRIER I (:�L4 BEARING WALL FOOTING SECTION CONCRETE SLAB W/6x6- W1.4 x W1.4 WWF OR FIBERMESH 0' 0" A.F.F. SEE ARCH " —t- DEEP) 0,: i i 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL ly. I BEARING CURB STEP -SECTION CONCRETE SLAB W/ —, 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB +� i i UJ T U;U (L J VAPOR BARRIER - ' uJ //J�} = #4 OR #5 VERT REINFORCING \/' UP TO 3 COURSES: 72" U.C. 4 TO 5 COURSES: 48" O.C. \�\N 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 (")R.45 C�-AN ADDITIONAL #4 017 ` #5 IN BRICK LEDGE, 4" OPT BRICK LEDGE NOTED ON FND PLAN i 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) FLOATING CONCRETE --- w SLAB W/ 6x6 W1.4xW1.4 , R WWF OR FIBERMESH 1 > #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 It 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 Wi (1)#4OR#6 CONT FINISH GRADE 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. 3VARIES PER 6" MAX ARCH PLANS 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN -- CONCRETE SLAB'-& i;x6 1 W1.4 x WI A WWF OR 1 MINIMUM 24" (1) #4 OR #5 90" BEND tu; ^'.: C. a \ VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WAL1. w% 1 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 MONOLOTH_i_C 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 1'-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 Iic_1ilb�� ;ti cli rn 1CN O r. ✓A.f'Oh ( y' ; '12" MIN j '�/`�j �; � z ;PEX 0 A I: ' A A W N C z N 6" OPT. EXTENSION IN BRICK U) LOCATIONS ON FND PLAN 0 00 ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE W W tds �i air _;NOL•iTHIC_ FOOTING SECTION ---. < true design studios GO N Tf>.CT FOR PRIOR TO CONSTRUCTION IF ANY OF THE �. F^,`)i L( PANG OCCUR. 1 iFiPTH OF MONO i�.I THi ; POUR EXCEEDS 28" O • ::;+i:+�}pjL'+ f,DJAE.NT TO FTG SLOPES DOWN AND AWAY 9000 REGENCY SQUARE BLVD. N �nCM STRUCTURE STEEPER -THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 �'E.:f? •0" HORIZONTALL. TO PREVENT EROSION OF SOIL. 0 904.821.5200 p_ r---- CONCRETE SLAB w/ 6x6 #4 C)` ?; ^;1 +rt?, , ± .- / V41.4 x 011 4 WWF OR U) \ 61 ME_SFt O CT _A cn O 11HOMON N 0 ` N U VAPOR BARRIER OJ _ Q '- r,F../ LL I. ...._OOTif�a�� SECTION U a�i O O F;L).C:Rrv1FSFi O z SEE ARCH U --- -- - DETAILS W 8" MIN W << --- Q v, 8' x8" TIIICKENE::U I iX Uj LU QTFp rlf.:,?;'yN St—F. - VAPOR BARRIER m 4CURB STEP SECTION 0 = z W z 0 8" UNDER MASONRY WALL O r Lr 1DER WOOD tPJALL Uj _ ..._....._..._.__..__ __.._._ . xe V r,' = _ W 'C'�I t iE Ai Cl i U) (MAX if.") - o d' W W I 6" OPT. EXTENSION IN BRICK This item has been electronically X LOCATIONS ON FND PLAN } signed and sealed by Justin M Lanier, PE on the date and/or time stamp J O shown using a digital signature. z +7 ADDITIONAL NO. 4 OR NO. 5 Q O - - BAR IN BRICK LEDGE z W tIQ ( 0 z E- Abbott Park °,_'J ARAGF EXT WALL. CURB SECTION - X a A"T FOR PRIOR TO CONSTRUCTION IF ANY OF THE W — ILL OCCUR: < LOT 010-02 W C 'VL�ALL CIEPTH OF MONOLITHIC POUR EXCEEDS 28" o +�F:(.;UND ADJACENT TO FTG SLOPES DOWN AND AWAY U -riOM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W PER 3' HORIZONTALLWO PREVENT EROSION OF SOIL. W I tL-f,3Li'-3 :"l; 6X3 --� PROJECT NO: I— V%.' , k v i ; R Q FI(-::f IM,">f1 \ 2020.004117 ._..._..__..._... _ z 0'-0" A. F. F.----------- SEE ARCH DRAWN: (MAX 20" IMU W DEEP 4 O 4„ EXTENSION 0 UNDER BRICK VENEER ,11U1111111111 U) �Z iN LAbj ��i, W VAPOR BARRIER �� ,�•\G •N S • �`,9 i��, J r .� � U) ti:,f i. oF; I ; .., t:O��Nl" T No 85166 .`, * Docuftned b, * .. 3C=A c1NG CURB STEP SECTION =13 Al 06-12-2020 z t I r, :al REVISIONS: No. Description Date W — _ 1 il:J W �............................. I I L. SN17"ANT C.0RNI=R � E__ FAIL _ (F•'Et 0P0MENDEn'! I— ST=2mD CMU/METAL CONNECTOR ENGINEERING )ocuSign Envelope ID: 884F13B6-EB1A-4869-9598-6683060B682C C14 LO 8 e 7'70".. 0 4-' 2 C) ICI L 8 C� FIA a I , 1st LEVEL STRUCT'u,�AL PLAN 1/4" = 1'-0" WHEN PRIN rFI) ON 224 , T' 10.2 ST, (3) .......... M NiASONRY NOTES DC1 o I!Jf* BEAR A MINIMUM OF4" AT EACH END. 4-:N V,,AY BE FILLED OR UNFILLED N :N� t:-LS SHALL BE FILLED. tvIlAYCIF CAST-CRETE PRECAST LINTEL OR EQUAL AP -PROXIMATE. MAX 0 C. SPACING IS 61-81, O.C., U.N.O. -,EE.TYPICAL DETAILS FOR LINTEL INSTALLATION, ;-V1i%1',.)NRY UN'I'Elt. AS NOTED, SEE PLAN AND SCHEDULE M.AYVA.RY +,! 8" FOR ROUGH 0PE,'TNGS Y'k[OIERE SPECIFIED) oN PLAN N /ERTICAL BAR IN FILLED CELL W! IMIMMUM '?r I-) TYP AS c1'HO',PJN riCAL BAR IN FILLED CELL W MINIMUM \P I FC)U 1 FT D. TYP AS SHOWN VFF1'T:(,AI.. BAR iN Fil.LED CELL VVI MINIMUM FYPASSHOWN -1UES ONLY IF OPT OPENING INSTALLED N(-: 5 bw-;w; VER Tl(*.'.AL REINFORCEMENT AT CMU COLUMN AS SHOWN, I !F.;GHT()Fr-)' OWEL x HEIGHT OF COLUMN Ft !,.MiNG KEY NOTES (CMU) Dcl Wll-�-�` PPL KARI.F ONLY WHERE SPECIFIED ON PLAN F)FOR TYPICAL NOTES) > IN',*j: Rf-AEDIA! E. .'A(,K STUIDS REQUIRED BETWEEN 0 C14 '4.F 0,11 DE1 A;L ON UE'7AIL SHELT. IN 4-1 Ii N"V'0 i ERE iNT L'RiOR SHEARWAL ILS HAVE VAULTED TOP IN i-FRIOP SHEAROJAILL AT VAULTED, TOP PLATE .'A LOOR DIAPHRAGM PER. ONE. OF THE FOLLOWING: -'iok IUSS AL;GNG A13OVE S,N, AT TACH FLOOR TRUSS 1�1101* -tjM iORD '0 S1jV IDBL rop PLATE W/ 10d P., 3" O.C. -- ','!-I SW TO FLOOR DECK ABOVE. ATTACH ''T ('0 5 ',V-J T)BL TOP PLATE W/ 1 Od Ca; 3" 0 C ION: ;17UD TO 1'01P PLIT wi;,`P2 OR SDWC15600 @ MAX 16" O.C. Lt,V[-!- V%IAL L S-1 U-DS STRAPPLIL) TO FIRST 1\18T;A,`,6 OR CS1 8 @9 MAX 48" 0 C. P; NLY %1,'kN'r-)O 0' F IFRANA EC) F I R S i L VE L) SP I -,'gj4AX �,P PLATE- K.) HU'R WSUWC15600 MAX 16" O.C. MASONRY WiMETAl- LIN-FEL SCHEDULE - B JNTEI MAX CLEAR. COMMENTS COUNT COUNT ION SPAN L-2 8 [i 43 16- 0" 51-611 GARAGE 1 8U8 3'0"3 L.-4 6'- 0" L-5 8F-16 91-211 L-6 8F -16 T- 5" . . ......... REAR PORCH 1 L.-7 p r. T- 11 REAR PORCH 1 L--8 8F-16 REAR POOCH 1 L 4'- 6" 1 UN EL SCHEDULE - D t- IN �l EL i MAX CLEAR COMMENTS COUNT N 0. 'P"T"ON SPAN . ......... L-1 8F- 1 -32 16'- 0" GARAGE j 1 L-2 8(J8 5- 6" .......... L-3 6 i-J P, 3'- 0" 5 ------------- L-4 3 F - i t, 61 - 0" L-5 8F.-16 -211 L-6 8F-16 71-511 . ... .... .......... REAR PORCH 1--7 L-8 8F-16 8F-16 T- 11" 71-811 ...... . .. .. . . ..... .. . ...... . ......... . -.- REAR PORCH REAR PORCH ------ 1 --- - ............ I- 14, Z5 0 LID >; a ti d 0 0 z U) APEX U) LU z U) LLJ ZZ ud z (D z W tds .6 < true design studios 0 j 9000 REGENCY SQUARE BLVD. (D ILL SUITE 100, JACKSONVILLE, FL 32211 z 904.821.6200 0 4- 0 D•RIHDMDN (1) L) < 0 x 0 < -C z a) 0 -j 0 z r W F- x LIJ M < U) x W LU Z Uj W z 0 U) 3: 0 W 0 z qqt W V) :D I W0 Re W WF- < 00 W a LL W < u) This item has been electronically x signed and sealed by Justin M Lanier, PE on the date and/or time stamp o shown using a digital signature. z 0 j 00 z W z W Abbott Park x LU U- CL LOT 010-02 W < ...... . .... U) 0 I W PROJECT NO: 2020.004117 z ... . ............. . . 0 DRAWN: U) IMU W CHKD. U— EAF 0 LO U) W E N,9'-. < No 85166 DocuSigned by: U) WYE ACF5V35 .0 4 00 00 0 R 0 N A 8181111111111% C/) 06-12-2020 (9 z REVISIONS: No. Description Dag,%; i W LIJ -1117 W . . ...... .. 0 z ST=3 0 a CMUIMETAL CONNECTOR ENGINEERING ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6B83060Ei(;82C LTA.12 OR :2'L 1, FSM20 I st LEVEL RC '.)F RAM-ING PLAN, 1/4" - I' Ot bVHEN PRIN 1 ( ;) , TRUSS FRAMING GENERAL NOTES 2 SHEET sTi 5 GENERAL NOTES C� L;RAFT STOPPING A.,FLOOR TRUSSES TO BE PROVIDED 1rn E 13Y BUILDER 0 0. UNLE-SS SPEC!FICALLY NOTED ON TRUSS FRAMING PLAN. NLO AU_'f RUSS 1'(,Wr-101) CONNECTIONS SHALL BE ACCORDING :0 TI-JE TYr. 1C 0,1 'AIALL SECTION, SEE SHEET ST-5. b 0 0 REFER TO (;0MPoNl:NT MANUFACTURER'S LAYOUT FOR z C LABEL S 8, 011VIENSIONS C/) APEX 0 i, _)VER ' F-i�AMING NOTES � W ALL RAFTER'; TO EIF MIN. 2x6 NO 2 SYP @ 24" O.C. MAX a) z • 1M.1- "SLEEPERS" LC BE: PLANK -ORIENTED 2x8 14C.2 SYP MIN. W cc • PAS TEN 'SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d 0 COMMONS MIN. o EACH RAFTER TO "SLEEPER*'WI SIMPSON H3 UPLIFT GONNECTOR, W Ai-L RIDGE BOARDS TO BE 2x8 NO 2 SYP MIN. LLJ • FAS rFN 2x6 NO.2 c-*,YP COLLAR TIES FROM RAFTER TO z RAFTER WHERL APPUCABLE W/ (5) 10d COMMONS MIN. 0 RAF'f-,LIMBER z tds �6 -R SPAN SHW (D true design A LUMBER SIZE 311:1ACING 2x6 2x8 2x10 2x12 0 16'-5' 1 v- 11'. 2S-9" 26'-0" _j 9000 REGENCY SQUARE BLVD. a) 13'-4 ILL 20'-7" 22 -0" SUITE 100, JACKSONVILLE, FL 32211 241 14'.1" 16z 0)-10" 0 904.821.6200 0 26 1. L115 1) L #2 SYP CEILING JOIST" .:;PAN SCHEDULE ........ .. .. ..... . ... cr, LUMBER SIZE 2):4 1 2xri 2x8 7xi 0 0 04ROH090N a) 12-5" 191-61, 25-8" 26-0" 0 i1'.3" 174023'-4" 26'-0" 0 (1 151 f5" 20'-1" 23'-11" 1u L 1-15 L). L. #2 SY_j P 0 .... ....... . ... ._ ........ .. 11- TRUSS FRAMING KEY NOTES PLAN < NOTES APPLICABLE ONLY WHERE SPECIFIED ON I SF:t_.'SH(_AR PANEL" DETAIL ON DETAIL SHEET. z 2 *rYPiCAL. BEARING 61-OCK BEARING BLOCK TO BE NO.2 SYP MIN 48" LONG AND TO 0 MATCH DIMENSION OF TRUSS MEMBER. I A(__'H BEAT -ZING BLOCK TO TRUSS VERTICAL OR TRUSS 0 L")(710M CHORD,,V1 (3) ROWS 10d @ 4" O.C. STAGGERED. z LEDGER FRAMING NOTES L) Uj FASTEN NO.2 SYP LEDGER TO FRAMINGITRUSS VERTICALS I" — AT EVERY SUPPORT WITH FASTENING SHOWN BELOW x iMAX 24" O.C. SPACING), OR UJI FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE la- w/ FASTENING SHOWN BELOW < • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED x Uj LOCATIONS ON PLAN r) S11 ' E TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION co • E,<T'ERi(-)R DECK LEDGERS SHALL BE SECURE TO WALL 0 z FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR W LFDGERS ARE FOR INTERIOR USF ONLY. z 0 RAWNG LEUGC RTO WOOD JW ... .... COMMON 2 12 .. .. ... ... .... 001 12d COMMON Z W rO C MIJ TAPCON OR TITEN !2%. RC)WC� t,.'j"o ;,Cj_24*'O C.. 13TAGGERED 0 Uj 00 (2" R 0`14 0 J k.) C STAGGERED W (2) R 0 'VS 0 :w U. I'l STAGGERED LL F',-C)('*dR FRAMING LEDGER TO VVOOD A NAILS): < ti U) .... .... . ........ .......... (3) 16d COMMON This item has been electronically x X8 ....... ... ..... .. ............(5) 16d COMMON signed and sealed by Justin M Lanier, 2), 10_ . . ... .. ... ....... ...... (7) 16d COMMON PE on the date and/or time stamp 2>,12,. 11 ....... 11 .. . ..... .(9) 16d COMMON o shown using a digital signature. z j 0 z '..00R FRAMING LEDGER TO WOOD (W/ SCREWS): 0 LU P'T"",xt . ...... ....... . ............. . (3) ''a" 4-16" LONG #14 WOOD SCREWS 2 yc 4 x 4-'1:!0 z" LONG #14 WOOD SCREWS W (7) 14" x 4 2" LONG #14 WOOD SCREWS I-_ Abbott Park X PT2x12 .... ..... . ....... .. ...... (9) Y." x 4-1/2" LONG #14 WOOD SCREWS X CL LLJ ILL 4. ANGLE & LATERAL. BRACES MAYBE OMITTED FROM GABLE C.L LOT 010-02 W 13RACING DETAIL IF PORCH SHEATHING DETAIL IS Pf"'OPERLY APPiJUD, FEE DETAIL SHEET ST-6/7. 5 IF USING (2) HTWM20.!NSTA1A. (1) STRAP ON EACH FACE OF 1-07 - Af WALL - (2) HTM20 ON SAME SIDE OF WALL IS NOT L"..111 T-T ED ATTHIS L OC1,TIC)N . ..... . PROJECT NO: 2020.004117 z ................................. .. ........................................ DRAWN: IMU W CHKD. U_ EAF 0 0- 0 to U) !0 5iM LAN W % % _j 0 No 85166 DOCUSIgned by: U) J -Io z yFOIW�ACCV15 :4U Al 00 .0 0 0 4f J * is 06-12-2020 z 3: REVISIONS: No. Description Date ..... . ............. W U) W T .............. ............... .............. ............................... . .. . ........... 0 z ST=3A '0' 0 CNIUMETAL CONNECTOR ENGINEERING )ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6B83060B682C `--TRUSS TO TOP 1-'LATI- MOIS1:1JRI W/ H2.5T OR RT%irBUTVV! F ^ t OR SDWC15600 NON -PT •_ilL LINO ON PLAN VF RT kf N1 i 1AVL , , HO(,)K IN :) 1, • EVERY OTHER '� I U1 � TO FOP f I- W/ SP2 OR SPT' OP IDWC I' MAX 32" O C « EVERY KING S-i u[) '01' PI. W/ SP2 OR SP 1:' C.i, i.'i•PA, I j WALL SECTION AT ROOF (COMN (THIS SECTION IS TYPICAL FOR ONE AN[) T NO '> _)RY Af.. • EVERYOTFILR SI )f) 1 130T ! `M I• W/SP1 ORSP': •EVERY KING STt W/SP1 OR SP` R. 2x_ NO. SPF (;R I'.I I ' MA:• BOTTOM PLT AN!. I I %" THREADED RO N, f? W: MIN EMBED W/ NUT , >Ili iN SIMPb' ACRYLIC -TIE: OR f 'AW, N'T ADHESIVE ;Cu Mi- , .-t ; C c %" WEDGE BOL' Pt1ir,; LMW f WASHER @ MAX :> % // '/i /\ BOTTOM PLATE ANCHOR NOTES •EACH SILL PLATE SHALL HAVE. - Mif< OF (2) BOTTOM PLATE AN( HOf I ■ INSTALL ANCHORS WITHIN 12. 4 END OF SEGMENT (BUTT JOIN",-.) INTERIOR LOAD BEARING WALL TYPICAL WALL SECTION AT FC,11.- (THIS SECTION IS TYPICAL FOR ONE ANL '''.rX 'I't-)RY API;L'��. TYPICAL ROOF DECK �- SHEATHING. SEE TABLE 2. 1z 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'/V IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) MND LOAD RATED =RIAL S @ PERIMETER. :COMPONENT NG DESIGN ON SHEET ST-1 CMU BOND CONTINUOUS =E_ CONDITION) __ - 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ - I 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, Z. DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) 1 1I I X\/ \/ j j ..RIOR WALL ON MOISTI BARRIE OTHER (1) cot CMU 8 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's/32" 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&( 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) WALL SECTION AT ROOF ( RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY .. -- _. i " 'lid ! �ilITli IMIN I_,P -, ih.l1 r BOND BEAM REINFORCING AT CCDIRNEI-.ZE-) ALTERNATE WALL SECTIONS & TYPICAL DETAIL 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 ATTROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. 0 M rn 0 N - i-`0URED CELL w #5 BAR CONT FROM BEAM TO FOOTING STIFF' DOWN TIE -BEAM D!ST" FROM DOOR JAMB MIN, SCREW MiN. SCREW ;r,tf,;;• .; ; 5LO K LENG.IH i VVINDO\VTO BLOCK LENGTH PER Mt;NUF 3" 5" 37/ i 33i1 3 3 6" I i J ----..-- / TITEN OR TAPCONS SCREWS SEE TABLE E ABOVE FOR LENGTH. • t2) ROWS ;i' DIA ;g. 30*' v.0 STAGGERED • (2) RO�VS %5" DIA. @ 24" O.0 STAGGERED DOORJAMB OR WINDOW ATTACH TO ' 1x PER MAINUFACTURER'S DETAILS I I 7 DISTANCE FROM BLOCK TO DOOR I i f 0.! JAMB OR WNDOW. SEE TABLE ! III ,• ABOVE (SH!k1 NEEDED TO -'LtiPj1b ,iAN1B DO NOT EXCEED Ye") 1x PT INAII-i_R 6UIL f' U!> 2. ATTACHED TO MASONRY, (1) PLY ix Or;;j OS2 MATERIAL MAY ATTACH TO WALL DRYWALL .ti 8" CMU WALL 7_' " = C Ail DOORMINDOW JAMB TO BLOCK h � O 1\ 0 t` d O U) ,APEX � O W Z fl) U) m W W Z 0 Z t S W a true design st+rdtas 0 W O —I 9000 REGENCY SQUARE BLVD. (D W SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p ¢ =3 C O � N O 11HOMON'L_ (1)0 o O U_ z_ O J Z U W x W J Q W 00 o n Z W w O U) o Q I- W W J < O z � 0 w w o J LLB W00 ¢ H ILL t� W This item has been electronically X �- signed and sealed by Justin M Lanier, - (D PE on the date and/or time stamp O shown using a digital signature. Z O O Z W = W U ~ Z Abbott Park x a W - LL a" LOT 010-02 J ¢ .-......... _._...._.._ __... ..... ._.._........... U W a W PROJECT NO: I- 2020.004117 z . .................. ..... _........... ... ........................ _ 0 DRAWN: W IMU _ --...... ......... a CHKD. LL EAF O 0 0 LO �IIN• LA/1�� rENs LU ' U • No 85166 cA * DocuSlgned by: V FtYEAC 35 tJj- `V ► , 0 06-12-2020 z — REVISIONS: < No. Description Date C1 ..................__ _............._.. _._. W W W Jr............... —_.................._.................._ —. ...._ ................. _.. U) H O ST=5 z 0 a CMUIMETAL CONNECTOR ENGINEERING 3ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6B8306GB682C TRUSSES PARALLEL TO WALL: \ \ 2x4 SPF (MIN) NAILER FASTENED \ j TO DBL TOP PLT W/ 10d @ 3" O.C. :TRUSS PERPENDICULAR TO WALL: •/ % 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTEN TO DBL TOP PLT W10d @ 4" O.C. OR THICKER CDX OR OSB FASTENED TO TRUSSES,RAFTERS SEE TYP OR BLOCKING W/8d WALL I COMMONS @ 3" EDGE, 12" FIELD. TYPICAL PORCH SHEATHING DETAIL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE. 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTENTO BEAM w/ 10d @4"OC. -- UPLIFT CONNECTION PER TYP WALL i PORCH BEAM PI PORCH BEAM TO POST:I I (1) MSTA24 POST TO SLAB: ABU POST BASE ANCHOR OR DTT2Z (UNLESS NOTED OTHERWISE-) -T_ CLOF 8'-1"ABOVE i OPENING 2x6x12 PT _. CENTER BUCK \ TOP OF �. GARAGE DOOR i ---- / 6 1" ABOVE F. F. 4," DIA. ANCHOR / 4'-9" ABOVE ,� . 2x4 PT TOP BUCK -' F.F.E. 2'-9" ABOVE.... _ - ..... F.FTE i i ........- 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) ae' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 VV EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR PROVIDE 1 '/7" x 0'-9" ABOVE _I i THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB ---- ... .... .. _.._. i F.F.E. GARAGE DOOR JAMB DETAIL i BOND BEAM REINFORCEMENT w (SEE WALL SECTION) I•I•j FILL SOLID TO BOND BEAM Uj t 8 F - #_ - DEPTH OF LINTEL 1 ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY - 8" PRECAST LINTEL. SEE PLAN. • BOND BEAM REINFORCEMENT (SEE WALL SECTION) = r 1 - COURSING BELOW BOND 1 7`1 BEAM MAY BE FILLED OR UNFILLED l sus J LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 t I I I BOND BEAM $ .!I REINFORCEMENT w f (SEE WALL SECTION) _ FILL SOLID TO BOND BEAM w W to LINTEL REINFORCEMENT 8 F -1 - #-+---DEPTH OF LINTEL ASSEMBLY "d" �— #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS (1) UTAC(.)NAE far w E: f' k r 1il) ' E<' JSSt , Af'F' 4 f OPPOSi-E -',I LIE OF WEBS CiiA.GONAL BRAG t::ir'1' .i: C1 t� � i APFRCXIfv1A Tk: 4`; ANGi_E 1-0 N(." i ES`> THF:I4 :3) �.iNO INI 1(11..+`.'i !..".� F:RAi_ FZ i.: G. QUANTA'; AND !.+:)CAT'tt N I I I 0 M o i j� IT X 1 ,,' II �'� "1 E:1• irj ATr f rtir`iNT MUST BE 1I JF : VCF ` F Ef4N ONE PIECE. I IN G �( rE?USSES NEEDING BR'LING LA-f ERAL BRACING - MUL..FIPLE TRUSSES 1 .ALL REST RA.IN1 LUMPIER SHOWN SI!ALL. BE: 2x4 N0.3 SPF OR BETTER (UNO). 2 SHC.Ui. F) A SCENi�R!0 ARISES THAI' OES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY C::)PJTA. '" � T1 IF ENC1INEER OF RE: 'F'u F-i,," i,%PF 4F 0PRIATE BRACING DETAILS. 6F;i •.i f;ti' , LUMBER SHALL IN i %f:iSL THE: ,:v; 13L OF THE BRACED TRUSS ATLOCATIONS INDICATED AS NE I UINI(i BRACING ON THE INDI IC;i.)AL 'T RI)SS DE= i AILS PRODUCED BY THE TRUSS ENGINEER. AL' FA�> FNLR S 'AKA,N/N ARE: 1,11 \ S' LON ; C;E: S!(�NE PERB,SI-E33, 200i ( FASTLiili.-D 10 Orf•.E Vi f 100A ..) L-(:SRACki FA;,' i EN%;D 1Y.1 AR Hr?A F. PA• TENE:D TO V'dE P W! 10d Al ra„ O G `11: (2) BRACIFS ARE r<E7-01111NIED APPLY (1`; BRACE. MAX TO EACH FACE OF � VC_B TOP Ur �N:"\E _ t. (_ANT INUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE bVk,(i ro`1LN.b(LR j SPECIFIED ALTERNATE BRACING ;LR T OR I. SCAB x4 1 ROW 2x4 I (1)2x4 I, 2 ROWS 2x5 j (2)2x4' I 2• "_ 2 ROWS 2x6 (� 11)2x4--± 2X2. — 1 ROW -- - 2,,6 -- -h -- 1 (1)2x81 ?x 2 ROWS 2x6 i (2)2x6* SINGLE TRUSS BRACING !N:iiVli)UA!.',,NEP BRACING MAY Br. USFD WHEN CONTINUOUS LATERAL RESTRAINT(C -R) IS SPECIFIED ON A TRUSS DESIGN BUT AN A!.'l '.^VIES BRACING MLTHOD IS DESIRED. 2. INDIVIDUAL WEB, BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR SCAB BRACING REFER TO CHART AND DETAIL FOR MORE INFORMATION 3. INDIVIOUAL WEB BRACING I`IIATE.RiAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. ----- VERTICAL BARS TO EXTEND TO / TOP GF WALL AS SI10WN. MIN 6" BEND IN'10 BOND BEAM - I I` O Cn APEX 0 W z_ Cn m Q_ W W z_ (D z tds W <[ true design studios O _j 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Z z 904.821.5200 LD I— O i1 0 11HOMN' 0 © !&rAp E A"kA 0 LL Q Z 0 O 2 0 w I_ x w IL Q w V ) Q W m 0 W w Z O U) O w Q O Z LIJ O W -D 0 00 LLLU U_ d W x This item has been electronically } signed and sealed by Justin M Lanier, () PE on the date and/or time stamp V O shown using a digital signature. Z O O 0 z W \ U I— z Abbott Park PRECAST LINTEL SEE X a, PLAN W - LI_ °- Q LOT 010-02 w _.------- ------. EX•TEND REINFORCING TO _........__ _ J ENE:) OF PIER'rV! 6" BEND TO < LAP WALL REINFORCING AS 0 ` SHOWN. 0 - -- WI -_------- - _---- MIN (2) SOLID FILLED & PROJECT NO. -- REINFORCED CELLS W/ NO.5 Q VERT, BAR ADJACENT TO 2020.0041 17 z - GARAGE DOOR OPENINGS . _.__.... .... __..._______ (D DRAWN: (n __-_.......__... _._.__.---•---._..._-.__-_.- NO.5'VEP.r BAR IN FILL.ED IMU LJ-I f CELL A cA,Ci END OF PIER CHKD: __..._----..._........ C� EAF p NO. 5 DOWEL TO IV4ATCH EACH o SCUD FILLED & REINFORCED CELL EXTENDING FROM FOOTING � TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED �� O'F+L.R�JM1iISE ON L?7WFL 8. LINTEL `�� S�iN LAN/ �� w PL A•';E)•,41_N" PLAN MIN 6"BEND �� JJ ��E N "F� ��i J i • 1 S ! Q A? C07 TCitii— �• �` i U No 85166 (n * • Docu&gned by: ` r_...__.—_. CONCRETE FOUNDATION WORK -10 PER PLAN Fn AC ss... Z -FLOOR SLAY44/ .0R\'D 06-12-2020 0 z REVISIONS: d t1 No. Description -Date w • cn . W GARAGE. S!_'AR PIER , w U) I_ O ST�s 0 0 :F & � � E "AI._ CONNECTOR ENGINEERING 4 4 41 r ,F