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HomeMy WebLinkAbout8040 Wheat Stone Dr-- I I I 1 -1 111 _ DRAWING INDEX ARCHITECTURAL SHEET NO. I SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS A501 DETAILS A502 I DETAILS - IF APPLICABLE STRUCTURAL SHEET NO. SHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION A Abbott Park,, LOT 003mOlmA ELECTRICAL SHEET NO. ISHEET NAME E100 11st LEVEL ELECTRICAL PLAN ALlf..WORK Sf-k,s_ Cr;MPIC" WITH PiRIE AILING .LECTF;IC AND 1Hrj `l-ry ORDINANCES REVIEW OF,iE_ FEB 2 3 1020 CITY OF, ZEPHYR I PLAN EXAMINERR BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2017 FL BUILDING CODE - FUEL GAS: 2017 FL BUILDING CODE - PLUMBING: 2017 NATIONAL ELECTRIC CODE: 2014 FL BUILDING CODE - MECHANICAL: 2017 FL FIRE PREVENTION CODE: 2017 FL BUILDING CODE - ENERGY GUNSERVATION: 2017 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE. VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS VOLUMES 1st Floor 18982 CF 1st Floor 2034 SF Grand total 18982 CF CONDITIONED AREA 2034 SF _ UNCONDITIONED AREA Garage 459 SF Entry 28 SF Lanai 218 SF 705 SF Grand total 12739 SF O U O O p LID 0 APEX CID N c� CD N N co � —1 U w J tds imi J a)true design studies z O c/) -, Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 o r � w c 0 cn 04HOHOMN, p � > a `' J m w �. CJ U } N z w 0 W IY O O 0 O r` u7 rl- >= O Q U) z L I Q ..1..1 w N WI..L. z J z w m LLJ O w w Qw Q O > w w o � J w w o 0 w OJ X zz `- O z O Q p IY w O 1- a z w O a U W Q w p Abbott Park JQ O U J (n U_ LOT 003-01-A p Q --- - - w v Q z z c� U O PROJECT NO w. j 2019.007595 p O LL DRAWN: -- O C) JMM o w CHKD: LID NE w w Q U x o7 m _z w Q z p O w Q z z U) a O 09-23-2019 p I— w U REVISIONS: Q TZ No. Description Date ~ w U) J } �U O �H O Z = O U p w f- X W 0000 Q D m x 000v m O z zO 0 -1 O rn 17 0 -G m abed uoildposaa 'ON D -� -n M:SNOISIA3N n m -� 6 LOZ-CZ-60 Oc D cn Z z D 17 K m O C z 0 z co O -< cn cn Dx D D r m m m En 3 N x GMHO m 0 wwr O NMb2l0 z Z o S6SL00'6 LOZ r- MON 103rmAd G) O — z D n o d- W-£00101 -n 0 O mVed 14oggd o D � C7 :(J iIl z C D O A z O Z —� —n TI 44h 0 m m r m rn D 0 rn � z C G) D z m m _ X Cn 0 rn co c C rn z r' Z D m rn Z O =< —4 (n v CO 0 0 Cl x m 17 m z C� (D cr U) p �* D m < CD (DW. � � k� C -i o Q. o O D 66ZZ£ �� `3�lIANOSMD�1f `006 311f1S (D dAlB 321tlni)S 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I � , r rn I I k I t r I i� I E , r ! I o0 I I 8'-0" 9r-4„ r 21( 4'-10" 0 N a o , CO 0 00 N N = 0 0 M I R 1 10511 ch N M M 12'-4" DINING 9'-4" CLG 12'-2" GREAT ROOM 9'-4" CLG T-5" 9'-4" CLG \ 21068 r OWNERS BATH 9'-4" CLG 29 130 142 KITCHEN ti FLEX 9'-4" CLG GARAGE LO N ENTRY i o o FOYER o --- = 9'-a" CLG 1 1 1 1 9 -4 CLG - 4'-3" 2'-2" 13'-6" I7"i. 3'-0" 4'-6" N 6'-0" 5'-0" 5 co ti I I� I 2'-8" 2'-4" rn 9'-4" CLG 143 N PANTRY = 9'-4" CLG M _ N 140 O O 94 3 SHS 202Q FX rt 2020 FX 2020 FX 8'- 0"' H.H. HB 8'- 0" H.H. 8'- 0" H.H. I I I 2'�36" � 34" 21'-2" 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 25'-2" 70'-0" �\ BEDROOM • 59'-10" 11'-8" V) (N LU C7 _ Ln = o Ln00 0 can v) LA W oc i W = o N W Ln O M 1 N 19 co (0 r- 19 i0 01 (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.0. 5'-0 %" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER— Ga c.7 0 o p IN APEX 0 N 0 N cu N co J LL � W tds J true design studies a)a) Z > O 0 Y 9000 REGENCY SQUARE BLVD. N Q SUITE 100, JACKSONVILLE, FL 32211 O_ o ch LU c cy 041HOMON J f 4- m LU .. 0 C� Z W 0 W aY 0 O O rn rl� f�- O Q w Zw < LI L1�1 w w W � J z w m Uj O to w LU Q LU Q Z_ (D > 0 Q Z w w w w CwC QJ G 0 w w ti O LLJL X Z O Z O Q 0 w w O a- Z Of O d U LL. Q LU Abbott Park Q O Q LOT 003-01-A o F- U Z Z U } C/) OPROJECT NO: w p 2019.007595 LL Z DRAWN: O U JMM o CHKD: U') NE x W w CL Q U X U) 7) cn m Z o � W Q Z O Cw `cnn G V Q Z Z O 09-23-2019 0 I— W U REVISIONS: LU LL � Q No. Description Date w U) J Q >- U O i— O Z Z O U W x W Al 10 d Q F llq n I,. 11 I, 'MITI, I "III gA 11 jmi J11,1 1' —1—I i 1 1 1 _ 1 1 1' 1 1 11 1 I L I 12 5 1st LEVEL BRG 1st LEVEL BRG h--------------- -----------9 -4 2' LEVEL FFE 1st -- 1 LEVEL FFE __________ st - ----------------- -- ----" o' o 0-0 RIGHT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" cc 1 DECO DRAIN TILES A200 1 1/2" = 1'-0" WHEN PRINTED ON 221lx34" ROOF VENTILATION 1VENT VENT PROP I PROP Area HIGH LOW # RATIO HIGH LINEAL FT � LOW 2738 SF 657 in 65in� 7 5 115 575 160 1470.4 j N 12 ROOF PLAN 1/8" =1'-0" WHEN PRINTED ON 22"x34" 5:12 1m 8"(TYP at ABLE END) 12 5 1st LEVEL BRG 1st LEVEL BRG ❑ El - - . - _- - - : - - - _ - - - _ _ - - -- --- --- ---- -- __ -_- _- :- _ _ - _- _ - _ _ - _ -_ FFE 1st LEVEL FFE 1 st LEVEL 0 - 0" 0' 0 LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVELB_RG___ g'-4- Ll Ll mo1st LEVEL FF 220 REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" _1st LEVEL BRG - - - - 9' 4" 1st LEVEL FFE - -- o-- o" ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RI DGE VENT 203 - LOMANCO ROOF VENT 204 - MI LLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 12" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A00D FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS .. SHALL BE 7/8 3 COAT TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD I N ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - Z(TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED -1" PROJ U.N.O. 261 - CV BAND -SIZE AS NOTED - 2" PROJ U.N.O. 262 - T)(TRI M -SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. OF LIGHT TO BE 6'4Y" A_F.F. U.N.O. BUILDING HEIGHT AFF HEIGHT ABV GRADE BUILDING HEIGHT AFF ------------------ -- — -- -- -- -- -- -- -- -- -- -- -- -- -- -- — --- -- -- -- -- -- -- -- -- -----------------------� ----- -- ----------�--- �'-117/8"------- - - - - - - - - - - - - - - - - - - - - - - - - - - - 18'-77/8" 1T-11718" 1 A200 12 ,266 221 1st LEVEL BRG 4„— - ------ 18"x62 263 F 1st LEVEL _FFE----------J----------------------------------------- '-o� I FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" —3068 w/ 3010 TRANSOM ABV 1 1st LEVEL BRG 2" OVER 40" (+1" PROJ) SLP TOP _1st LEVEL FFE -- 6o E O U O O p CN APEX O N rn cu N J td J J N ? 'iYl1£ design SttiCId4S z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 us 7) O_ O O w cy 1` UsHOMON' m Awmas C� U z W C7 W 0Y O O O O I ti O Q U) z ICI W J z w m Uj O co w Qw z Q O (D � Q Q z w o Ill Q W W o J � o 0 w w ti J X z z z O O 0 w W O I-_ 12- z cr_ w O w U � Q w w Abbott Park Q O U J (n "' LOT 003-01-A o Q w z z 0 O U) O PROJECT NO: W J 2019.007595 O u_ z DRAWN: -- O U JMM o CHKD: LO NE X W W U X m (n m z 0 W Q z O � I Q z z co _O 09-23-2019 H W U REVISIONS: LU LL I- Q No. Description Date w (n -_J Q 0 O I- O z z m m U W I- X A200 tl Q �� III■■IYIII�I�IF�LwlldWl�rlll■'Ylll•n�l■�Y�11uIIlllill■YW�II■Y■1� I�� �-1 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD ' OOF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS VARIES (RE: �12 ELEVATION) I ------ 1 st LEVEL TOB �k VARIEl "♦•• ,♦•,INSULATION PER CODE �I� y2" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0" VARIES (RE: 12 FIBERGLASS SHINGLE ROOFING ELEVATION) F INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD k_�OF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1st LEVEL TOB rLVARIES 1x2 DRIP EDGE OVER (RE: ELEV) 2x6 FASCIA W/ ALUMINUM WRAP INSULATION PER CODE VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS %" THICK STUCCO FINISH TEXTURED PER COMMUNIT) SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM - STRUCTURE)(TYP ALL SIDES) ~ �I � d a a d a tie" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE- STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR rb, 0'-0" a a d a ° I_INSTALL VAPOR BARRIER IN ACCORDANCE WITH aL ASTM E 1643-98 I — FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0" O O O 0 N L0 � APEX O � v x N � N co _j U_ LL }; J J_ t S z O true design studios V U 9000 REGENCY SQUARE BLVD. qj o SUITE 100, JACKSONVILLE, FL 32211 o T_ O w D U) J U#H*HO90N' N m � w �. 0 U z w d) w> w 0 0 0 LO ti - O z U w w z U) m w w w (f) z Z w O 0 O w w WW O LL w w 0 O X U - ¢ o z IY O O 0 LL w ¢ z z �- ILL w O O J -- ¢ J U O z o UPROJECT NO: w w Q � — z IX DRAWN: w DVO ¢ CHKD: w TSD w O m0 o LO w � w O J w U 2 U) ¢ U/n) z V U) z D 3: O U � U_ U ¢ C7 U) z REVISIONS: Q O _J O z U w F— X W I jl I ' r Ill 1 1,11 I I --L I I 1 I — I I - I I I I ! I In++1 I 1,Y .. � 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 ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A O 1. FOLD INWARD at PT. A 2. CREASE at PT. B ® FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM FELT SHINGLE ROOFING DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX x x--� x x x O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® FOLD at 77° �T SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED 5x5 WALL FLASHING I ao _ Z W� wF = 0W j ° a „mod KICK -OUT FLASHING (SEE DETAIL) WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) BLDG PAPER UNDER'QUICK FLASH" CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATIi WRB LAYER #1, STUC WRAP WOOD SHEATHING APPROVED HOUSEWF BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 VENT PENETRATION ELECTRICAL RECEPTACLE SCALE: N.T.S. —/ I I / I � � I \ — 2x SUB-BAND\W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK 1 DRIP EDGE TEXTURED I 1� FINISH @ WOOD 1,8" TEXTURED 1 1/8" Q Y FINISH @CMU / \ METAL FASCIA WRAP FROM I STUCCOI, j ✓✓✓FROM WObD WALL \ IJ °I EXTERI61R WALL M OR CMU) \� �F NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) _ _ _ _ _ _ / �\ DRIP EDGE, 1" OFF WALL �l(NOT INTO STUCCO) 3-COAT PLASTER 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED OA ELEVATION IN PEEL & STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'4' SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 1 "x4" NOTCH @ ENC METAL WRAP FASCIA 2x6 SUB B/ DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL WALL WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8" STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S. 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 SUB BAND DETAIL 0 WALL CLARITY WALL 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 klL Cad WALL W/ KICK -OUT SCALE: N.T.S. s✓ O O U N � 14 APEX O c O � i X N � N co J LL -.., W G2 J� tds Z 6 O true design studios 0 Y U 9000 REGENCY SQUARE BLVD. o SUITE 100 JACKSONVILLE, FL 32211 c • ri J RINEY m � o L- Q W U Z W W O O O O ti u7 ti W W z W W m W W W Z Z w Q O 0 Q O J U- W o 0� < 0 0 O U X Q Z O O W ~ Q Z U � Z_ �- (� W O -- Q J U Z U) V PROJECT NO: W W ~ Q Z DRAWN IX DVO Q CHKD: TSD Q U_ 0 m LO U) >W W O J Q W U U7 Q U) Z (� � Z O U_ i LL Q Z REVISIONS: 0 W U) W 2 H W J W Q C U Q H A500 Z O 0 '1_I ! �_ II II II lill - I I I I - I I I !I !n !�� �'I �7 I! 11'I�)_ 1 !��r ���i! n nvT�i r' n i I � i i _ I I L_ iw�"", •* nl'9RlI'191 _ I i O O O U N O 00 PEX C) U O O � i X N � N M_j f LL W �. J � J Z O true design studios U) Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 O U w 5 cf) DiRsHOMN' ELECTRIC ELECTRIC METEFIELD R 1 / FIELD VERIFY LOCATION ETER W &Woe LOCATION VERIFY I � PRE -FORMED CONTROL 'I APPLY STUCCO SCRATCH COAT AND ONE (1) JOINT W/ STRIP LATH 5/8" CEMENT PLASTER LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC 12" WIDE SELF-ADHESIVE I METER U) FLASHING CENTERED UNDER -k* �: • CONTROL JOINT (CLEAN CAVITY TO BE FILLED U MASONRY BEFORE APPLYING) I WITH RIGID POLYMERIC W •: \ ✓ ISOCYANOTE-POLYBLEN e • / FOAM ("GREAT STUFF" OR W > \ SIMILAR) w APPLY A SILICON BASE O STUCCO FINISH SEALANT AT POINT THAT � T 5/8" CEMENT PLASTER / ELEC WIRE PENETRATES ti / 6" SELF ADHESIVE d' LID 12" WIDE SELF-ADHESIVE L OVER TOP & SIDES FLASHING CENTERED UNDER \ - CONTROL JOINT (CLEAN \ O MASONRY BEFORE APPLYING) / SELF FLASHING • \ UNIT Z _ PROVIDE STUCCO PRE -FORMED CONTROL �• • - .. .. �: SCRATCH COAT LARGER W JOINT W/ STRIP LATH _ _ _— i r ! THAN THE ELECTRIC Z w PREMANUF. _ METER CAN OR METER W \ DRYER VENT CAP - - CAN COMBO OR METER 7VA__ "z I L_,27 (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT ° - ' / SEALANT) STUCCO SCRATCH COAT 8"CMU 1... I.. W SEALANT at & 1 COAT OF PAINT W/ W r^ . TOP & SIDES BACK -ROLL PRIOR TO Z V ) ELECTRIC METER INSTALLATION C� C Z G w O a CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION o 0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. O W U- Hwy O Q LL WOOD CONST BEYOND IY w FIBERCEMENT -OR-VINYL LAP O WOOD SHEATHING SIDING OVER APPROVED - HOUSEWRAP INSTALLED PER ~ 6" SELF -ADHERING WEATHER RESISTIVE % O X FLASHING FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS X BARRIER #1 +# THREE COAT STUCCO FINISH EXTEND HOUSEWRAP Q WEATHER RESISTIVE WEATHER RESISTIVE (/8 NOM) OVER GALV MTL LATH o BARRIER #1 WD SHEATHING OVER 15# FELT OVER APPROVED OVER NAILING FLANGE Z d \ BARRIER #2 (RE: STRUCT) �y VINYL ANGLED Q\ HOUSEWRAP WD SHEATHING O CASING BEAD WEATHER RESISTIVE X (RE: STRUCT) (AM66-ANGLED-1250) BARRIER #2 \ 5/16" X 7 1/4" LAP FASTEN TO WD STRUCTURAL -� � Uw SIDING W/ 6 REVEAL' MEMBER at 7" O.C. MAX MTL DRIP FLASHING W/ _ Q I STARTER STRIP 7, " TO %" MID -WALL _ HEMMED EDGE SET IN CONT - Z 21 1/2" 1 ` A / l BEAD OF SEALANT (_j WEEP SCREED Z � CORNER BEAD DO NOT CAULK OR - TRIM (RE: ELEVATION) 8" CMU (FASTENER & 6" SELF -ADHERING SEAL OPENING _ Z a- LL - SPACING at 7"O.C.) FLASHING EXTEND 12" SELF -ADHERING } LLJ zz o N . �.' .. MEMBRANE FLASHING OVER J m Q GALVD METAL -' a GALV'D METAL "Z" _ WINDOW FLANGE SET IN CONT J �- Q = W N "Z" FLASHING FLASHING 6" WIDE STRIP SELF ADHESIVE 1 U W w = FLASHING, CLEAN MASONRY BEAD OF SEALANT U) w w DO NOT CAULK OR BEFORE APPLYING VINYL FLANGE CASING BEAD Z > _ 1 1/4" X 6" SIMULATED 2 PROJECT NO: Q WOOD TRIM MEMBER INSTALLED PER MFR (�LLJ SEAL OPENING / 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) �jJ STUCCO ;.j TEXTURED PER COMMUNITY Q CMU 1 1/4" X 6" SIMULATED + '' . z CASING BEAD SPECIFCATIONS a, 1/2" (MIN) STUCCO FINISH X DRAWN: VINYL CASING WOOD TRIM MEMBER ••: ..•� y' , TEXTURED PER COMMUNITY W DVO - - SPECIFCATIONS a. (n BEAD AM66 1250 ( ) 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SEAL GAP W/ CAULKING Q CHKD: 0 1/2" (MIN) TEXTURED SPECIFCATIONS OR APPROVED SEALANT /, / TSD FINISH at MASONRY l/ LL STUCCO SIDING -' O STUCCO CASING BEAD 5 y- o O RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) U) SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. Ui SCALE: N.T.S. < Q w U U) Q rA Z (D Z CMU WALL W/ SELF ADHESIVE -OR- FLUID F - CMU WALL W/ 1/2" (MIN) STUCCO 4 " STUCCO FINISH APPLIED PAN FLASHING (CLEAN CMU LINTEL U a 1/2" (MIN) STUCCO FINISH FINISH TEXTURED MASONRY BEFORE APPLYING) (RE: STRUCTURAL) i PER COMMUNITY (RE: STRUCTURAL) (RE: STRUCTURAL) EXTEND UP AT JAMBS (4" MIN) Y�" GYP BIRD OVER GYP BRD OVER SPECIFCATIONS " GYP BRD OVER �- PRE -SHAPED STUCCO BAND" GYP BRD OVER PRE -SHAPED STUCCO BANDt. 1x2 TREATED W/ SLP TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR FURRING TREATED 1x2 TREATED Q FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS WRITTEN SPECS (RE: ELEV) FURRING STRIPS FURRING STRIPS (n Z PRECAST CONCRETE SILL at CMU WALL (TYP) CONTINUOUS BEAD at CMU WALL (TYP) CONTINUOUS BEAD - ELEV at CMU WALL TYP REVISIONS: at CMU WALL (TY P) (TYP) OF SEALANT OF SEALANT Q FLANGE CASING SELF ADHESIVE -OR- FLUID SELF ADHESIVE -OR- FLUID BEAD APPLIED FLASHING (CLEAN WOOD BLOCKIN APPLIED FLASHING (CLEAN 4a" BACKER ROD W/ SEALANT PT 1x4 PT 1x4 C� - SELF ADHESIVE -OR- SELF ADHESIVE -OR- O No. Description Date o MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIEDLLI PT 2x4 FRAME ANCHOR PT 1x WOOD BUCK PT 1x WOOD BUCK" GYP BRD OVER INSTALLED PER MFR FLASHING (CLEAN ANCHOR FLASHING (CLEAN O VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED MASONRY BEFORE MASONRY BEFORE Z w SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR qM�ApS�OY RY SHIM AS NEEDED AMpApS�Oy RY WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ METALI DOOR FRAME METALI DOOR FRAME U = WRITTEN SPECS (TYP) at CMU WALL (TYP) 48" STUCCO FINISH W 48" BACKER ROD W/ SEALANT 4e' BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR F- J INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR W U CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU Q o .1 SCALE: N.T.S. SCALE: 1 ti2" = 1'-0" SCALE: 1 ti2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" Z A501 O 0 11111"will 1WL III__n 'I q..1 . VERIFY AC CON LOCATION W/ SITE PLAN a PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A PANEL. SERVICE: 120/240V, 10-3W MOUNTING. SURFACE DESCRIFTom WATER HEATER IMO +iD TYPE F I t3LES 2 ORK 30 CIRCUIT. NC3' jIan. 1 "PHASE A CIRCUIT 2 IRK 20 POLES 1 LOAD T�+E R DI`SGRIPTION KITCHEN APPLIANCE 3 B 4 20 1 R KITCHEN APPLIANCE 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,R BED 2 11 B 12 20 1 L,R BED 3 DRYER F 2 30 13 A 14 20 1 L,R FLEX 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 1 20 29 A 30 20 1 - I SPARE 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" ELECTRICAL LOAD CALCULATIONS L4Ap DESCRIPTiQN ; c+all��lcT1r© LCiD (VA) a�>�NI� tAC'f QR i�INA�. LE�AQ (1/A) GENERAL LIGHTING 3 VA/FT2) 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 - - LAUNDRY CIRCUIT 1500 - - DISHWASHER 1500 - - WASTE DISPOSAL 800 - - WATER HEATER 4500 - - OVEN/RANGE 14900 - - MICROWAVE/HOOD 1000 - - GARAGE DOOR OPENER 600 DRYER 5400 - - GENERAL LOAD 10000 100% 10000 GENERAL LOAD 29302 40% 11720.8 HEATING/AC 2.5 TONS + 3 kW) 6438 100% 6438 TOTALS 45740 - 28159 120/240VSERVICE/FEEDER LOAD (A) 117 MAIN BREAKER (A) 200 VERIFY AC COND LOCATION W/ SITE PLAN ... \A/n /"rI ELECTRICAL LEGEND SINGLE POLE SWITCH 6 DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME 4-WAY SWITCH GARAGE DOOR BUTTON DIMMER SWITCH GARAGE DOOR p a OPENER 220 VOLT OUTLET 1�C G GFCI DUPLEX OUTLET I DUPLEX OUTLET 6 CEILING OUTLET AR AFCI DUPLEX OUTLET R FLOOR OUTLET ® SMOKE DETECTOR 6 JUNCTION BOX JB © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PANEL SERVICE PANEL L TELEPHONE OUTLET �SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT �} SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT CLOSET CASTER ® CASTER LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT HANGING PENDANT -0. MINIATURE PUCK PNDT LIGHT MINI LIGHT [�\\ LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT El FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR FIR ^ROUND CEILING FAN( PRE -WIRE FOR CLG FAN ROUGH -IN \ /;? PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN LIGHT `\J ROUGH -IN O t� CN 0 O APEX cU 1 N N co zz .J U_ W t S J true design studios (D Z O U U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn _® O o r cn W U) 0491#090N, 1 a 4- m LU a U) U Z w W w 0 0 LO ti >= O Q Cn z LU U)Q _ w W z J z Lu m LLJ 0 w w Q � w Z Q\ 0 CD / Q Q z m W w w w o J Lu w O d' _1 X ILL LL Z Z O O Q 0 w Ill Z tY � O a U IL Q w � Abbott Park JQ O U J (n U_ LOT 003-01-A 0 Q w U Z Z O �- U) Q PROJECT NO: W j w 2019.007595 0 O Z DRAWN: O U JMM o F_ CHKD: X NE w w U Qc/) 7) U) } 0 rn Z 0 W Z Q 0 O w 5; O q z z 3: cn Q O 09-23-2019 0 E- w REVISIONS: Uj U Q No. Description Date w c J Q >- U U) O z z O U 0 LU I— X W El 00 D_ Q DESIGN CRITERIA AND LOADS _ I I _ L 1 11 111L11U ILIIII I I�_. hi'1 'IF 1_PI ' 111'!!9l III I 1 L' it 1' I I 'L 111 ' -_1 11_ _ _ ! 1 TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE ninTGc'a e NOTES 2. 3.4 �111., R11.IE1IIIIIIIIII LEGEND Buildinq Code Florida Building and Residential Codes , 61h Edition (2017) Code for Design Loads ANSI/ASCI= 7 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd 1.60 ASCE 7-10, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY..................................0 BUILDING CATEGORY.....................................II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF ........................0.18 C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING..............................................Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 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...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL/240 WOOD I JOISTS ............................................... TL MAX Y2„ LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 -100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 VINYL SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1 ST 4.0' PER FIGURE R301.2 (7) 1 ST FLOOR cnP) END ZONE DESIGNATION DIAMETER LENGTH MIN '%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION Y O z w TILE ROOF (NOTE 5) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND = uJ OI-I- 8" O.C. IN THE FIELD 0= z SHINGLE AND METAL ROOF MIN %s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 0 = (NOTE 6) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2%2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. 3 MIN /g OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES, 12" O.G. IN THE FIELD OR MIN %" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 %" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1/32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. ZIP SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 3, ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 4. 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. 5. '%2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, '%32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 6. 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 NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 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. PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (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 REENT RANT 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. N 6. MASONRY S TEMWALL AND MO NOLITHIC FOOTING ARE INTERCHANGEABLE. BEARING CAPACITY OF 2 000 sf IN 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM p 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 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 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON FASTENERS USP USP FASTENERS (8)'/. X 1 %." SDS SCREWS (8)Y4' x 1'/2" WS15-GC DTT2Z IN STUD %" 0 X 4'/2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/2 0 x 4%" 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 STUD/BEAM/TRUSS (7) 10d x 1 Y2" (7) 10d x 1 Y2" (NOTE 2) §8' 0 x 6" EMBED ANCHOR HTT45 V' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/2' IN (26) 0.162" x 2 Y2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) 48' 0 x 6" EMBED ANCHOR 48" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 8" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 '/2' IN TRUSS (7) 10d x 1 %" 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) Y4' x 2 Y4' TITEN (5) %' x 2 %' TAPCON IN SCREWS IN MASONRY (11) 10d x 1 '/2" IN MASONRY (11) 10d x 1 '/2" IN (8) 10d x 1 ''/2" IN TRUSS (9) 10d x 1 %" 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 01) 10d x 1 '/z" IN (11) 10d x 1 '/2" 11- STUD (12) 10d x 1 Y2" IN STUD (8) 10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) $8" 0 x 7' EMBED EPDXY 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2" IN (4) /•" x 3" WEDGE BOLT STUD (5) 8d x 1 Y2" IN OR EQUIVALENT IN STUD (5) 8d x 1 Y2" IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 %" 0 x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 Yz" IN RT7AT (5) 8d x 1 Y2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1%" IN TOP PLATE (5) 10d x 1'/2" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1 Y2" IN TOP PLATE (5) 10d x 1 Y2" IN 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) %" x 2 '%4' TITEN LUGT2 (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 (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER HD212-21F HEADER LGT3 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS Y4' x 2 Y2" (1 (12) WS25 '/a" x 2 Yz" (4)%" x 1 Y2" SDS SCREW (4) Y4' x 1 Y2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS %" x 1 ''Y2" SCREWS (4) %' x 1'/2" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) /4 x 1 /, WEDGE BOLT (4) %" x 2%" 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 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 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 %" 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 %" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 '/V TITENS ILO 16d. 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. OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD O WSP WOOD STRUCTURAL PANEL N SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR 04 CONT CONTINUOUS 0? O.C. ON CENTER � LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/" WIDE, UNO. O (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/a" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3%" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2" WIDE, LINO. SYS 42 PROPERLY RATED OPEN WEB HEADER c INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS LJL -_ OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J BOTTOM PLATE ANCHORAGE IS Y2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) z O STRUCTURAL WOOD BEAM (n Y STUD COLUMN KEYNOTE U Q NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. O 2 2 STUDS U) w 2 ANCHOR w NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O TO MATCH WALL FRAMING SIZE AND GRADE, UNO. w ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 6 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL ,J COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. m "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN w NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q HEADER STRAPPING KEYNOTE 0 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION w 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP O 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD LLI GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. 0Y NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP O O NON -BEARING HEADER FRAMING KEYNOTE 0 NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING t` LO HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY ti LOADED CONDITIONS ABOVE b #2 SYP HEADER FRAMING KEYNOTE Z (2) 2x10 -1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING (n w NUMBER OF JACK STUDS EACH SIDE OF OPENING _Z U) DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER m w ENGINEERED LUMBER HEADER FRAMING KEYNOTE LU w (2) 9 %" LSL-1 / 2 - NUMBER OF KING STUDS EACH SIDE OF OPENING z NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 Z HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) LL1 DEPTH OF LOAD -BEARING EWP HEADER Q cl NUMBER OF PLIES IN HEADER (1 3/4' WIDE UNO) HEADER FRAMING ° J LL 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z STAGGERED. 0 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. W_ 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 0 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. a- 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST 0 U FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: Q • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 IY • SPH w/ (12) 10d x 1- W @ 16" O.C. OR 0 • DSP w/ (14) 10d x 1- Y2" @ 16" O.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-Y2" (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - U z FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 0 ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN 0 A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S 2 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLJ SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN X w TABLE 2304.9.1. 0- 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. x UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. co7. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. w 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD Z O w Q z U) 0 O a U) } O O O z 2 U w X w 0- I tds true design studios >� 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 .Q >N tm Q � GC a w J O W cis � Q o im0--,Q w Q 0 J LU w w W I..L x x Q LL z Z O 0 w z a LL w Abbott Park Q LOT 003-01-A o w Q z 0 cn PROJECT NO: w 0 2019.007595 LL O DRAWN: JMM o CHKD: EAF U) nr rrrrf��i IN LA/Vj !I � .` S'•.'4�. cn C7 z •166 �: r Jo8 •Xz •..� �: (D ��,� Q, .� .��`•.<OR�O..•����` Z ".-z.....• '10,11 ?>> I I Iiit% 09-23-2019 p w cn REVISIONS: No. Description Date ~ w J - - Q U H O Z O 0 ST-1 CMUIMETAL CONNECTOR ENGINEERING¢ � � �I�r�r ulau�lu�; ■���uu IYIIJl�YIJIVLIYIi I�ru,,,,l.■.�■�� u■wl�l�ll�■I�1,!111� 11 1 1 I' I _ I 1 I - - -I! Imll :lFwIl u co ib VERIFY AC COND LOCATION W/ SITE PLAN FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 70'-0" VERIFY AC COND LOCATION W/ 5 SIM 9" CURB SITE PLAN T-2.D I I GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, 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 OWNE S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THES ASSUMPTIONS. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMIN S THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. o O O o APEX0 N � co i {t5 N N co J U_ W tds J J-6 a)tare design studios z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p O F8"x8" DEEP THICKENED 0 12" DEEP FTG UNDER BOX :3 EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W 16"SQx12" DEEP FTG 24"SQx20" DEEP FTG H N w/ (3) #4 EW U)��,� 30"SQx20" DEEP FTG F ❑ 36"SQx20" DEEP FTG 0 > � R w/ (4) #4 EW w/ (4) #4 EW J Ill G 48"SQx24" DEEP FTG ❑H #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W `- w/ (5) #4 EW, T&B NOTES ON ST-1 Q U 1 1/2" SLAB EXTENSION _ AT FULL ROUGH U) OPENING WIDTH r Z 4g Z W (D W 0 O O rn r- LO ti >11111111111 a U) c cn p� Q w z z z Uj LLJ O cn w w Q w z Q O z M Q Q w W LLB w w 2 w w O ti J %� LL LL Z O z O Q 0 w W I­_ o a U LL Q W � Abbott Park JQ O U J (n U- LOT 003-01-A o Q w z Z c) U) kv- O PROJECT NO: w -j 2019.007595 0 O w DRAWN: O U JMM o 1w" CHKD: LO X EAF U) w w a J �. 4 IN• LA/y/� .cn 00 .� EN �516 wOW loo Q .....��0 R O•.•�N Z O 09-23-2019 0 w REVISIONS: U Q No. Description Date w (n J Q >- U (D SANITARY ISOMETRIC o Z z O = o U W H X ST=2 a Q CMU/METAL CONNECTOR ENGINEERING - 11 1 ' - I -- I I I 11 1 1 11 11 'W I I "I I !q^! 1 I I II III I-J—f111 I, III II I I I I I I - -t I I I I I I ' II11111f ,I v I — L \\//\ a a a on CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH � V a VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH —� - (MAX 20" DEEP) a _ a d. N 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *_BEARINGWRB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. — — — — — — — UJ o VAPOR BARRIER �\UJ � o x #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 . //�\ /\' #5 IN BRICK LEDGE UNDISTURBED SOIL 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN 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 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. ri (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U J (1) #4 OR #5 WF OR FIBERMESH > ¢ Q U)CONT W o s LUUj cn — - — — - U W_ FINISH 4.> nt a. °- O GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. i � I _D o FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN 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 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. CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" (1) #4 OR #5 90' BEND @ 48" O.C. 36" MAX VARIES PER — — — — — - -o a — ARCH PLANS .\ ..\ .\ :\ ..\ VAPOR BARRIER IN d \ / FOOTING TO BEAR ON FIRM /�/\ //\�// a• / UNDISTURBED SOIL /\ �\\/%//% \ 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND 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 o1 A� MONOLOTHIC 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 CONCRETE SLAB W/ 6x6 U W1.4 x W1.4 WWF OR d FIBERMESH _rn — D SEE ARCH (MAX 16") O cy C14 A 0 0 U? VAPOR BARRIER \//\\�\\\/\\/� PEX 12" MIN /\/\\/\� 00 U 0 FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J +, BAR IN BRICK LEDGE LI- 16" UNDER 2 STORY WALL w/ wtds (2) #5 OR (3) #4 CONTINUOUS J true design studios N 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLYWO PREVENT EROSION OF SOIL. G CONCRETE SLAB w/ 6x6 LV (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH j --a--�--- —� -- - a— --d -- — 011H09ON" \/\\ 4 /\ mwi it W 16" VAPOR BARRIER Q ±; Z 0 rn 3 BEARING WALL FOOTING SECTION v Z W W CONCRETE SLAB W/ 6x6 Of W1.4 x W1.4 WWF OR c:) FIBERMESH p 0'-0" A.F.F. ° SEE ARCH a a \d DETAILS>= I� 8" MIN Z ♦ ^ W 8"x8" THICKENED 8" U) FTG AT U) STEP-DOWN, SEE VAPOR BARRIER W 7 U) PLAN J Z LV 4 CURB STEP SECTION 00 Uj O U) W QW 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z Q Q 6x6 W1.4 x W1.4 WWF Ui W p LILI OR FIBERMESH VARIES ° SEE ARCH Q Q J W - ° a - (MAX 16") � LL,I LLI LL 12" MIN %\\/\\/\\/\\/\� Z Z VAPOR BARRIER / 6" OPT. EXTENSION IN BRICK I ­_LOCATIONS ON FND PLAN a Z_ w 12" UNDER 1 STORY WALL w/ W (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL. BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ Q LLI (2) #5 OR (3) #4 CONTINUOUS Abbott Park J O U 5 GARAGE EXT WALL CURB SECTION J U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 003-01-A p FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY _ PER S-0" HORIZONTALLYWO PREVENT EROSION OF SOIL. w O PROJECT NO: CONCRETE SLAB W/ 6x6 -j 2019.007595 O IL W1.4 x W1.4 WWF OR FIBERMESH Z DRAWN: -- 0 0'-0"A.F.F' SEE ARCH U JMM o --d — — a — (MAX 20" W 0 \\ \\ \\ 4 a a a DEEP) X cHKD: EAF r�\�� W W 4" EXTENSION X , � UNDER BRICK VENEER ♦,�� �'(%N LAND ♦� ` I 12" UNDER 1 STORY WALL } �♦ J ••�G E N S c) w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m F Z p o 851 16" UNDER 2 STORY WALL LI-I * k Q Z BEARING CURB STEP SECTION •:• ST E OF 4tj u) LLI z' S ••....•• j TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS III _ HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS O 09-23-2019 p �— W cn U_ REVISIONS: LU U- Q No. Description Dat� W � � J } U U) O I— Z Z = O U p W X W ST=2mD n Q CMU/METAL CONNECTOR ENGINEERING --ill->:_-1 I1 g Y r 6'-8" 6'-8" 6'-8" , 6'-8" 1 6'-0" a 5'-4" e 4'-8" 6'-8" 6'-8" e 7'-0" 1'-4" 1, 8'-0" L 4'-5" L T-5" L 6'-8" 6'-8" J, 6'-8" - � 6-_0--" - I. 6'-8 ), ----6'-8°- _ _ L 6'-8" L T-0" 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = V-0" WHEN PRINTED ON 22" 04" GENERAL MASONRY NOTES DC1 ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. 8U LINTELS MAY BE FILLED OR UNFILLED. 8F LINTELS SHALL BE FILLED. LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. . SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. . MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE . SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS DOWEL LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 36" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED o❑ NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) I 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: *FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. . SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. . TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 U o '`- m E > O rn � 0 N O p APEX 0 v N O cu O � t6 C N N m J U_ «� W tds J � true design studies Z O L7 � U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi O_ o O w CO) W r_ U ~cn > 01HOMON' 0)0 p N m w Q � U U Z W (D W O O O O u7 Z a vJ co �w 00 WQ / w ry z J Z w U) O cry m LLI w w pw z Q O > o w m w o p Jw o� w � I� J X z aLjL z 0 0 o w a z 0 IL U U_ p W Abbott Park Q O U J fA U_ LOT 003-01-A o Q w z Z PROJECT NO: w O p O 2019.007595 w z O LINTEL SCHEDULE LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 S-0" 8U8 L-3 2'-0" 8U8 L4 6'-0" L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH L-6 9'-0" 8F-16 REAR PORCH L-7 1 V-8" 8F-16 REAR PORCH L-8 4'-8" 8F-12 FRONT PORCH DRAWN: U JMM o w- CHKD: LO f EAF cn x w W � J Q .� - %N LAN �i m���� �.• E N s�.;4 ��' Z w • V51 Z-0:; Li O ;. STA OF . �.� 441 ` ;o•. : . �i s ' • • ...... A1:1 ZON Eri%� O 09-23-2019 p �- w _U REVISIONS: U_ r Q No. Description Date w (n _J Q -- cn O I- J 0 Z Z = O U w I— X ST=3 a CMU/METAL CONNECTOR ENGINEERING I - - J I I I I i I I I I I I i I I ill I I � i I l I ' 6 i I I I i � r r � � I I � i I I 17 I I T- ' +/ 63 ST-6 j 1 st LEVEL ROOF FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"04" TRUSS FRAMING GENERAL NOTES 7D SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2xl2 12" 16-5" 19'-11" 23'-9" 26'-0" 16" 13'4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-l" 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2xl0 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 11'-3" 17'-8" 23'-4" 26-0" 24" 9'-10" 15'-6" 20'-l" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. j 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4' 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4' 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) W x 4-%" LONG #14 WOOD SCREWS PT 2x8. ......... ........................ (5) W x 4-%" LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4-%' LONG #14 WOOD SCREWS PT 2x12................ -- ............. (9) %4' x 4-%" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6, • (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U 0 M rn 0 N O O N LO N 00 4 O O N N M J LL W J J z O U) Y Q O O Tl- H U) 0 J m W Q C'1 U) U Z W (D W O O 0 O ti V' ti O Z w Z) m W W Z W O J LL z O Q O a O Q 0 LL Q Z } O J z U w X w a Q m 0 z 0 Ill 4 U) O H U- Q U) } C� O .J O Z 2 U w 1-- x LLI a tds -6 true design studies N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 a W J O W cis p � Q 2 o w Q Q 0 J W W � X x Q LL z O 0 W z a LL W Abbott Park J U LOT 003-01-A 0 H Z 0 PROJECT NO: w 2019.007595 0 LL DRAWN: O JMM o CHKD: L0 EAF n U) %N LANj, fie c� 5� •• •�' ` z o 516G CC STA k/ z_ �0 N A� � ��% 09-23-M 9 0 w REVISIONS: No. Description Date ~ w J Q U U) 0 Z O 0 CMUIMFTAL CONNECTOR ENGINEERING I 1 11 _ m1w- 1f TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. TRUSS OR RAFTER TO BOND BE'/2 AM 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) TRUSS TO TOP PLATE MOISTURE BARRIER / C W/ H2.5T OR RT7AT, BETWEEN MASONRY AND —PROPERLY WIND LOAD RATED OR SDWC15600 NON -PT LUMBER BY OTHERS SOFFIT MATERIAL UNO ON PLAN I CONTINUOUS @ PERIMETER. VERT. REINFORCING T SEE TABLE 1: COMPONENT HAVE 10" STANDARD AND CLADDING DESIGN ( HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. • EVERY OTHER STUD TO TOP PLATE (1) COURSE CMU BOND W/ SP2 OR SPT24 OR SDWC15600 - BEAM W/ #5 CONTINUOUS MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR '/2' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR W WEDGE BOLT W/ MIN 4'/z" EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES ■ EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. ■ INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL a � \ a a EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 25" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) MOISTI BARRIE OTHER (1) COl CMU B BEAM CONTII MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END. 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN'%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&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1W IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN I FOR MISLOCATIO INSTALL NEW MA£ STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY a Q in N z 9 (1) #4 OR #5 BAR AT CORNERS WITH MIN. 25" LAP #5 CONT. 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 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. POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING STEP DOWN TIE -BEAM DIST. FROM DOORJAMB MIN. SCREW DIST, FROM DOORJAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH OR 1%4" PER MANUF. 3" 5" 11/2 3�4" 37 6 5„ 115/ Ei 33/4' 3 2 14, 33/4' TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS %a' DIA. @ 30" O.C. STAGGERED • (2) ROWS %s' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED 'W) 1x_ PT NAILER BUILT UP 2x_ATTACHED TO MASONRY, (1) PLY 1 x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) E Q U O O N c' Tl- 0 APEX tll d' O O �C t>a � i� r N N M J LL W J J true design studios � z O U) U Q 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 �. cn -7 o O 0 � W H cn I` cy 0111H,00090N, N m ILL] rY .'' U) U z W W w O O O O i ti u7 >= O Q U)z w U Q_ U) 0. W J z w LU Ow m w W Q w Z Q O (D > Q Q W 00 w 0 0 J w w w 1..` J ILL LL z Z O ; z O Q 0 fr w a z w w O Il U LL W Abbott Park Q O U J (n LL LOT 003-01-A 0 Q w U Q z_ z 0 o PROJECT NO: w -j 2019.007595 O LL Z O DRAWN: U JMM o w" CHKD: 0 I EAF cn x w w a, J x ollI I III### U IN LAN U) ENS' . .� 0 m ; ' �• F •� _z NO 51 • w �13 •.. STA OF 41J U) 0 OF U) ��i�s�0 IN�- �� •�`` Q 0 ##IIII+++++ w O 09-23-2019 0 � w 0 REVISIONS: UJI LL I­_Q No. Description Date w (n J Q U C� U) O I- O O Z z � 0 U w x w ST=5 a r.MI IIMPTAI rnNNFC'.Tnp FN(;INI=FRINr.. ROOF DECK ROOFTRUSS OR RAFTER UPLIFT CONNECTION PER TYPICAL WALL SECTION SUB FASCIA MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; A MOISTURE BARRIER SHEET ST-1 (PORCH BY OTHERS CEILING BOARD) MASONRY LINTEL PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) #5 CONT. I a o J (1) #5 BAR AT CORNER W/ MIN. 25" LAP N rl Z #5 CONT. o v 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 TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMQNS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE-, SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF DEC 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 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1-'/2' 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY TmAND ALL UNTREATED LUMBER / HGAM 10) GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 -Y2" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) 8'-1" ABOVE F.F.E. TOP OF 6'-1" ABOVE OIL F.F.E. 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. 0'-9" ABOVE F.F.E. TOP OF CURB F.F.E. 2x6x12 f T CENTEi DIA. ANCHOI 2x4 PT TOP.,.,.,,. (LOF OPENING I 2x6 PT BUCK EACH SIDE OF OPENING - PROVIDE (5) 38' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/2" x 416" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL +-- -----}---- --------- -------- I I � I I I I i I ; i I I I I I I II .I I it i I I- --i--------- ---------------- I I I � I I I i PRECAST LINTEL SEE I � I SEE PLANS PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER i l NO. 5 DOWEL TO MATCH EACH i SOLID FILLED & REINFORCED i CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND j l AT BOTTOM. II II I I jl CONCRETE FOUNDATION WORK TOP OF FINISH PER PLAN FLOOR SLAB I I � I I I I I I I I I I I I I I \ I I I I I I I I I I I I GARAGE SHEAR PIER w J 0 w U w w U) TRUSSES NEEDING BRACING O O - APEX-C O 04 00 O a) a)0")coBE � CE, N N co J LL W tds J J true design studios � . Z O U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 2 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). C) 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CD CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS _ NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.4. ALL FASTENERS 0SHWN ARE )— 5. DESGNED PER BCSII--63,007.131" x 3" LONG (UNO). , "HMON' 0 � J t lb _" MAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. *IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE TO EACH FACE OF WEB. BOND BEAM REINFORCEMENT (SEE WALL SECTION) FILL SOLID TO BOND BEAM CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 2x4 1 ROW 2 ROWS 2x4 2x6 (1)2x4 (2)2x4* 2x6 2x6 1 ROW 2 ROWS 2x4 2x6 (1)2x6 (2)2x4* 2x8 2x8 1 ROW 2 ROWS 2x6 (1)2x8 2x6 (2)2x6* W ly- Q= C N z W W Of O O O O SINGLE TRUSS BRACING lq- 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ti ALTERNATIVE WEB BRACING METHOD IS DESIRED. O 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (n 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W GRADE AS WEB TO BE BRACED. z W Uj O tYl w W Q W Z_ 0 > 0 Q W m w o Q � w w w w O d' X z a LL� Z O Z BOND BEAM REINFORCEMENT J (SEE WALL SECTION) Lij O I-_ o W Z = FILL SOLID TO BOND BEAM O a U) U LINTEL REINFORCEMENT Abbott Park J 40' 0 8 F - #-f DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED a oli sus LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" LL LL LOT 003-01-A w #5 BOTTOM BAR TO EXTEND U Q NO LESS THAN 1" BEYOND Z BEARING AT EACH END } 0 GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: w •. 8" PRECAST LINTEL. SEE PLAN. O 2019.007595 LL 8F-1 -TT = DRAWN O U JMM o LO F_ CHKD: x EAF Q Q ♦ 5 ......•• ., W i 0 a 5 6 • w . Z0 cc• 0 : 3 '. STA E OF GU: w i 0 •. �/ W j O N A� ;% Q>¢ O 09-23-2019 Q F— W U REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w W — (n O I-- Z Z '0 U w I— X w ST=6 a CMUIMETAL CONNECTOR ENGINEERING /� 4 MM