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HomeMy WebLinkAbout8095 Wheat Stone Dr7ocuSign enveiope ID. 4Aosse2"158-4WS 3A -95B36E15FFC1 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 DETP;ILS - 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 A4DI3 DELRAY ELEVATION AS Abbott Park, ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN LOT 05OmO3mA ALL WORK SHALL C0MpLY WITH PREVAILING CODES I±'OR C)A S! G CC��}�, NATIONAL. r1 EOTR.IC (''OE)E, AND THE vIT°" �pHyRH1LLS ORDINANCES REVIEW DATE NO1" 1 CITY OF ZEPHYRHiLl PLAN EXAMINER 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 CONSERVATION: 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 CONDITIONED AREA 1 st Floor 2034 SF 2034 SF UNCONDITIONED AREA Garage 459 SF Entry 28 SF' Lanai 218 SF 705 SF Grand total 12739 SF VOLUMES 1st Floor 118982 CF Grand total 118982 CF 7021 O O N LO N O rn N N M J LL W J J_ z O U) Y U Q 0 O W F-- tn J m W tY Q z W (D W O O O O r` It u7 r` z U) U) W z co m w W W z W Q 0 LL 0 O 0 U Q 0 O J LL Q U z } U O J O z U W 1— w a Q Q } m 0 >z O W Q z U) O H H U U_ Q } C� O J O z m U W I— X LU Q_ Q ram' APEX /m\ tds true designs studies 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 U) W J a w ULI p u) � Q O m W � G w 0� w QLL PROJECT NO: Abbott Park LOT 050-03-A 2019.007600 DRAWN: PML CHKD: JAC 02-13-2020 REVISIONS: No. Description Date 0000 N 0 W x z O 0 I— z a LL W J Q U U) 0 W Q z C� W 0 LL O 0 O LO U) W J Q U U) CD z 0 U) z Q W U) W 2 LU J Q U U) I- O z O 0 )ocuSign Envelope ID: 4AO6B92C-A15B4928-BAOC-85B36E15FFC1 ABBREVIATIONS LEGEND ROOF NOTES EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN DISC. 150 OR 200 AMP UNDGND SERV. BY POWER CO. Footer Re -Bar (sized according to foundation plan) a' s n #4 awg CU bare w/ 10' stubbed outside of slab at service o location. Connect to footer steel in w/ (2) ground clamps 5' apart a LIFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. — A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. P o '-#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY 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 553.885 (2). TO BE INSTALLED WITHIN 10' 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 6' 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 TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR 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 ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER 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 LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WASH WASHER • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R501.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS • FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS • WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH FBC R703.8 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS • 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 NOT LESS 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 INTO THE GARAGE • PER FBC TABLE R-302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS 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 -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFT 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-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. 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 FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • 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 • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING 0 U o 0 0 N ,APEX c U N O � � ttf N N co ZZ 6 w tds J � true design studios Z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 Cb o o ,- Cn w H co d 11HOMON' =3 m w ZZ U Z w 0 w w 0 0 O 01 ti IT L0 u7 ti O Q w Z 1t1 co w Q Z_ W Z W M LLJ O U)m w Q W W Z Q O Z Z 0 w 0 W W w 0 J w �, w O 0� J LL Z Z Z O O OLIJ O I- CL Z (If 0� O a U IL 0 W Abbott Park Q O U J U_ LOT 050-03-A (n 0 Q w H Z_ Z 0 co OPROJECT NO: LI J 1 O 2019.007600 u- O Z U DRAWN: PML o Iw-' CHKD: L0 X JAC w w U Q W W � O 00 Z 0 w Q Z 0 O w U) 7E O Q Z Z O 02-13-2020 1= w U REVISIONS: Q No. Description Date w (n J Q >- U C� U) O z Z = 10 U 0 w H X AOOO w a- Q )ocuSign Envelope ID: 4A06B92C-A15B-4928-BAOC-85B36E15FFC1 FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 11, M N VERIFY AC COND iv LOCATION ao W/ SITE PLAN kn N W �i Wi —x- m -00 N 17'-8" 5'-8" 5'-10 1/2" 5'-3 1/2" J. 1 V-4" 0 2'-8" 21'-6" 31'-10" 11'-4" 26'-10" I I VERIFY AC COND LOCATION W/ SITE PLAN 2'-0" 3010 FX TEMP 3052 SH TEMP EGRESS HB WRA 8'- 0" H.H. 8'- 0" H.H. S&1R ____ 9'-4" CLGNwic ' L o127 9'-4" CLG 36"x60" ------------------ 101 120 W • ...._.....�,_00 21068 21068 125 I I j ry :� _ Tco o �> Co OWNERS SUM M / 0 9'-4" CLG 161 9'-4" CLG I / OWNERS BATH 2106 9'-4" CLG I i WH[160 H GARAGE o m WIC r---i 9'-4" CLG o- 9'-4" CLG I O O ' N --------1S&1R _ I I I I I x 2106 i N / co8 1/2" I A3'-2" I I / 1 M 00 C - 163 MEC H o 2106 N 9'-4" CLG co 4'-10" 12'-2" 8'_2" v ]LAUNDRY 9'-4" CLG 2868 I I o 0 9'-4" CLG 162 - I8111 8'-8" (h ao o N 101 co `- LO _ I I G REA T RO O M 00 I I 1 I 9'-4" CLG 105— �- N ---- ---- N N ch I I Poll 6'-1011 L8-�61 " 8" 1 1 9'-2" -- I WR 1I I (o cV I o (9 a N ch � _ I I LO I a0 0 _ CLG N 9IN 2 'T - ao I I ago °° 000 w ~ "' V-1„ I 9��� .-IT I -0 WRA I I 00 12'-4 1/2': T-5" 4'-3" 2'-2" 13'-6" 7 3'-0"4'-6"' - (V I " 6'-0' 5 -0 de I i I I OUTDOOR f ]LIVING 102 - 105 - 9'-4" CLG `r N V, (Q I v 00 ,� 00 9'-4" CLG �� v N M �_ W _ 1 88 _ __ N N 2 0 I f (Q -- - - - - -- 00 1 668 21068 166 I I z, -- 101 - - - -�-- 000 ` i' I I v `t / LnO0 0 rn _ = DINING aO , 3 SHS o N O 3 SHS CV _ N = 9'-4" CLG 130 142 2'-8" 2'-4" BEDRO O M 3 TII 2 BEDROOM 2 00 ZD ao co I M o 1 „ 9 -4 CLG �� 9 -4 CLG �� 9 -4 CLG I I N ao I9W HEN ; I 101 9'-4" CLG 0 �� N LU N' -_00 O I CV = W 2 I I 143 PANTRY = N i� �i N r z CD I I CO 9'-4" CLG m - LNn oo I I N T. i : � o � (3) - OM (O 140 Q ih 3 SHS "' .. co123 ----180-------- - — — — — — 2020 FX 2020 FX 2020 FX 3052 SH TEMP EGRESS 2'-0" 8' - 0" H.H. HB 8'- 0" H.H. 8'- 0" H.H. 8'- 0" H.H. I WRA I I I 25'-2" I 25'-2" 8'-0" 21'-2" 5'-0" 11'-2" '4 1/2" 5'-3 1/2" 10" 2'-4" 11'-8" JI 9'-4^ 59'-10" 10" 70'-0" 1stl"EI.FIDORPIAN 1/4" = V-0" WHEN PRINTED ON 22"04" 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.O. 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 O. U O O 00 LO 0 APEX c 0 N co J O Ll- +=t W J tds true design studios N Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 CA O_ o � O us W H � co 11HOMON' N 0 J o w m W IY Q 0 U) } Z W W w O O O O ti LO n >11111111111111 O Q w Z W U) N w W Q L.L.. Z U) Z W LLJ p cn w Q W W QO Z m > o W W W 0 J w 0 LLJ w J LL z Z O Oa Ix U Abbott Park O LJ Q LOT 050-03-A Z } OPROJECT O 2019.007600 DRAWN: PML U LU CHKD: ~ JAC X W W X LU LU ¢O C Z 67 O_ 02-13-2020 U REVISIONS: QNo. Description Date 0 1 1 1 } O J O Z U W F- X W Al 10 Q 0 W ti X O 0 H a U- W J U U) 0 F- Z W 0 O a O LO U) W J U Z_ 3 9 0 fC0 V Z_ a 0 W U) W 2 W J Q U H O Z O 0 )ocuSign Envelope ID: 4AO6B92C-A15B-4928-BAOC-85B36E15FFC1 1 " 1% 1 1111_! 12 5 St LEVEL BRIG 9 - 1st LEVEL FIFE ------------- - RIG HT IIEV A MO N 1/8" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2738 SF 1 657 in 1 657 in 5 1 115 1 575 160 11470.4 4P i 4? N 5:12 Q �\ RIDGE 3 � 3 ® ® 5:12 1 RIDGE -- ..._.........._...... ... . �I RIDGE'(/^ c RO0FMEAN 1/8" = V-0" WHEN PRINTED ON 22"x34" ® ® 12 5 1st LEVEL BRG 1 st LEVEL BRG _ 1 FIFE LEVEL FIFE 1st LEVEL F -------------- 8" (TYP at ABLE END) IM REVA 110 N 1/8" = V-0" WHEN PRINTED ON 22"x34" 1 st LEVEL BRG 1 st LEVEL FF 12 5 NLE 220 RFARE EVAMON 1/8" = V-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT AFF ---............................................................. 1T - 11 7/8" - -- -- ­1 8" 4" 1st LEVEL_--- ----- 9' - 4" - 18"x62" 4" 8"x16" 1 st LEVEL FIFE- --_ ......-..a --------------------- I ---- ----- FRO NT EMVA UO N 1/4" = V-0" WHEN PRINTED ON 22"x34" 1 st LEVEL BRG — -- ----- 9 - 4"� 1st LEVEL ----- FFE0,-01 1 _1st LEVEL BRG 1st LEVEL FIFE ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 112" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES AOOD FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7I8.. 3 COAT TE XTURED PER COMMUNITY SPECIFICATIONS. OV ER ASPHALT I M PREGNATE P D APER BACK WIRE LATH AVER HOU SE WRAP OVER EXTERIOR SHEATHING PER ST UC R TURAL DRAWINGS. LATH TO BE FURRED OUT O FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTESA000 FOR SPECIFIC ATIONS 223 - FIBER CEMENT P LA 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 - 2"x 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. 252 - 1'k TRIM -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 4r A-F.F. U.N.O. — — — — — — — — — — —_ _ _ HEIGHT jABV GRADE BUILDING HEIGHT AFF \ 18' - 7 7/8" 1 T - 11 7/8" -3068 w/ 3010 TRANSOM ABV 1 st LEVEL BRG � 9' 4" 260 6" _— — —__-1st LEVEL FFE O U O ? O a N O APEX N U c m a to N N M � J S]. w s W J J true design studio s N— Z O 17) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 _O o O w b DeRsHOMON" 00 w 0_ `Z) O C'1 r� U Z w (9 W w O O O O Il d Un ti >= Z � vJ U) U) W U) W Q Z j z W 00 LLJ O C) w w W Z Q O W m o o J W W C� W o d• W o J X U_LLe— Z Z O O Q 0 Ix Z O a U LL Q w Abbott Park Q O U J (n w LOT 050-03-A o Q W H U Q Z_ Z OPROJECT NO: W J 2019.007600 O w Z DRAWN: O = PML U O Uj CHKD: LO JAC x CL J U Q U) 00 Z_ Z O � Q Z Z U QQ O_ 02-13-2020 Q 1- W U REVISIONS: U- � Q No. Description Date w (n J Q O H Z Z 2 0 W H X W A200 Q_ Q )ocuSign Envelope ID 4AO6B92C-A15B-4928-BAOC-85B36E15FFC1 �m �im VERIFY AC CC LOCATION W/ SITE PLC PANEL. PANEL 1 RATING_ 200A MLO MIN AIC RATING: 22,000 A SERVICE: 120/240V, 10-3W MOUNTING: SURFACE L. AR Cult IL T �C1 IT ILOJ113 10M�1 'II10 'rYIE~MO:. 1 LI s i K �5E IRK fit I 1 1 T 1 A 2 20 1 R KITCHEN APPLIANCE WATER HEATER F 2 30 3 B 4 20 1 R KITCHEN APPLIANCE 5 A 6 20 1 1 L,R GREAT ROOM SYS. 1 CONDENSING UNIT M 2 30 7 B 8 20 1 L,R DINING 9 A 10 20 1 L,R BED 2 SYS. 1 AHU M 2 20 11 B 12 20 1 L,R BED 3 13 A 14 20 1 L,R FLEX DRYER F 2 30 15 B 16 20 1 L,R OWNERS 17 A 18 20 1 L,R GARAGE/EXTERIOR OVEN/RANGE F 2 40 19 B 20 1 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 1 - SPARE LAUNDRY R 1 20--F 29 A 30-1 20 1 1 - SPARE 1st IEVEL EIEC UM A L PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LOAD CALCULATIONS C#PTtE�Na�� to A IcT. 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 JB WP GFI 1 11 I I I I ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3 3-WAY SWITCH CHIME DOOR BELL CHIME t 4-WAY SWITCH GARAGE DOOR BUTTON tp DIMMER SWITCH GARAGE DOOR OPENER 1 220 VOLT OUTLET 7� G GFCI DUPLEX OUTLET I 87 DUPLEX OUTLET (b CEILING OUTLET FI AFCI DUPLEX OUTLET R FLOOR OUTLET OS SMOKE DETECTOR B JUNCTION BOX © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PANEL SERVICE PANEL a TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE V V 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 .1 KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT HANGING PENDANT 4- MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT ®FR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN Jl PRE -WIRE FOR CLG FAN �( ROUGH -IN C,' `J LIGHTED PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ROUGH -IN OI o o N O APEX s 00 U, CUI O NI I N, �I N M J Q! ILt S +- si W J J � true design studios Z O U 9000 REGENCY SQUARE BLVD. (V SUITE 100, JACKSONVILLE, FL 32211 Oj O �I �I W � N 01"HOMON' m br .- o& C'1 U U W W Ix 0 0 O O ti 'L'^ VA/ Z � w U) (� L1J U) L.L W z_ cn z LU Uj O U) m w Q W W z Q 0 w m > 0 0 Jw W LLI 0 �, w x o LL U x z QO Z I= O w z 0 a U W w Abbott Park Q O U J C/) Q LOT 050-03-A o H z z c� U) O PROJECT NO: w j 2019.007600 O w DRAWN: O U PML o w" CHKD: LO I JAC X w w U Q } C� 00 z 0 W z 0 O w U) Q z z 0 02-13-2020 I= w U REVISIONS: U_ I­_Q No. Description Date w U) J Q � U c� U) O I_ z z 2 0 U w H X W El 00 Q )ocuSign Envelope ID: 4AO6B92C-A15B-4928-BAOC-85B36E15FFC1 DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTFC'A A TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 I FC-.FNfI N Building Code Florida Building and Residential Codes , 6th Edition (2017) Code for Design Loads ANSI/ASCE 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.....................................11 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'/2" LL/360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 34" 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 1ST 4.0' PER FIGURE R301.2 (7) 4.0 F 1 STFW O R (NP) END ZONE DESIGNATION DIAMETER I LENGTH 8d COMMON 0.131" 2-'/" 8d RINGSHANK 0.113" 2 %' 1Od x 1- 1/2" 0.148" 1-Yz" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y4" 16d SINKER 0.148" 3-1/4" 16d COMMON 0.162" 3-Y2" 00 STUCCO AND DIRECTLY MIN'%2' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 0116 24/16 W = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE Lu ^ �. H N Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w W � _jU)0 U z ALL OTHER VENEER MIN %6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (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) x 0 TILE ROOF MIN 1%2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION z w (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND = uJ 8" O.C. IN THE FIELD 0 Q O 0 w z SHINGLE AND METAL ROOF MIN %s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION � U)`� (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2Y32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN ;6" 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 %2' CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED 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 REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. %2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE %6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. is MANUFACTURER'S 7. /2 PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE U CRER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY U AND INSTALLATION REQUIREMENTS ALLOW, 1 Y32" 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 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 DI I APPLY TO FASTENERS DIAMETER SIZES 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 ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. 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 REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/2' TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. 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)%" x 1 Y2' WS15-GC DTT2Z IN STUD Yz' 0 X4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ +/Z 0 x 4'/z' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2Y2'IN (18)0.162"x2'Y2"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 1 Od x 1 Ys" MTW12 (7) 10d x 1 1/2" (NOTE 2) 48 0 x 6" EMBED ANCHOR 48 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 %" IN (26) 0.162" x 2 %" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 1 Od COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8' 0 x 6" EMBED ANCHOR" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS31 IN STUD GROUP PHD8 GROUP %" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7i " 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 %" IN TRUSS (7) 10d x 1 '/2" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) YV x 2 %" TITEN (5) Y," x 2 Y:' TAPCON IN SCREWS IN MASONRY (11) 10d x 1 %" IN MASONRY (11) 10d x 1 '/2" IN (8) 10d x 1 Yi' IN TRUSS (9) 1Od x 1 W IN TRUSS META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 %" IN (11) 10d x 1 '/2" IN STUD STUD (12) 10d x 1 Y2' IN (8) 10d x 1 Y2" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) %e' 0 x 7" EMBED EPDXY %8' 0 x 7" EMBED EPDXY (12) 10d x 1 Yi' IN (4) %' x 3" WEDGE BOLT STUD (5) 8d x 1 %" IN OR EQUIVALENT IN STUD (5) 8d x 1 Yz' IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 %" 0 x 7" EMBED EPDXY PAU66 %' 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 Y2" IN RT7AT (5) 8d x 1 /2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1 %" IN TOP PLATE (5) 10d x 1 Yz" 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 %" IN TOP PLATE (5) 10d x 1 Y2' IN TOP PLATE (16) 1Od 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 %" 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 HUC212-2 (22) 16d COMMON IN HEADER HD212-21F (22) 16d COMMON IN HEADER 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 (1 WALL FRAMING (12) SDS 'h" X 2 Ys" LUGT3 FRAMING (12) WS25 W X 2 Y2"(4)%" + x 1 /" SDS SCREW (4) ''/a" x 1 Yz" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER TRUSS/ RAFTER HGA10KT (4)%" x 3" SDS SCREWS HGA10 (4)1/." x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS %" x 1 Yz' SCREWS (4) %"15 SCRAFTREWS HGAM10KT IN TRUSS/RAFTER HGAM10KT TRUSS/ + o (4) /4 x 1 /4WEDGE BOLT (4) Y." 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 W 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'Y." 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. 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 WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, LINO. (3'/a" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 '/" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 %" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 Y2" WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS -_ OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS Yz" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE 2 2 STUDS U) W 121 ANCHOR P5 2 NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD TYPE OF STRAP CONNECTING HEADER TO JACK STUD KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY O O CV LO N CR O O 04 04 M J LL w _J J z 0 Y U Q O O T_ W H fn I� J Ib W Q Cf U) U z W w w O O O O ti d' u7 I` LOADED CONDITIONS ABOVE O #2 SYP HEADER FRAMING KEYNOTE z 07 (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING (A w NUMBER OF JACK STUDS EACH SIDE OF OPENING z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER m ENGINEERED LUMBER HEADER FRAMING KEYNOTE W W (2) 9 M." LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING z NUMBER OF JACK STUDS EACH SIDE OF OPENING Z HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) cc 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. �7 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. a- 6. UNO 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 O 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 Q OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1- 1/2" @ 16" O.C. OR 0 • DSP w/ (14) 10d x 1- Yz" @ 16" O.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 1 Od x 1 '/V (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. - U z FRAMING NOTES 0 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 O 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, LINO. ALL WATERPROOFING AND FIRE SAFET W 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 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. m 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 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, LINO. w 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD O LU U) Z) O ILL Q U) } O O O z 2 U w 1-- x w (I APEX I t d C! 1✓ true design studios >a) 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 tm W J a Of LU o U) � a o 0 Jw W w LU ~ X L Q z O 0 z a LL W Abbott Park Q 07 LOT 050-03-A 0 w Q z (D PROJECT NO: W 2019.007600 LL O DRAWN: PML o CHKD: LO EAF U) 1n 11,4 ,.•�"�G E N z No 85166 * �• Docusigned by: •� * .'•. Q 1 DA,F435..� ((/ All OR 10) •�.` z 02-13-2020 W cn REVISIONS: LU No. Description Date ~ w J Q U O z O 0 STm1 CMUNFTAL CONNECTOR ENGINEERING DocuSign Envelope ID: 4A06B92C-A156-4928-BAOC-85636E15FFC1 2019 V3.0 M r--------------- - - - - --------r O II ih I rv\ o I I: F. 4T-2.13 VERIFY AC COND ■ I LOCATION W/ 29 SITE PLAN 5 70'-0" SIM 9" CURB L-t I '-0" 14'-0" T-0" � I VERIFY AC COND q LOCATION W/ SITE PLAN o - - - - - - - - - - - - - - - - - 00 ■ I c" _ 4 5 T-2.D T-2.D U4 I T-2.D \: 4'-7 1 /2" 4'-6" 2'-1 " - - - - - 11'-5" - - - - - I 2'-4 1 /2" 20'-8 1 /2" 10 I I I UNDER DOOR ....:....... ...... ...... I I � L- - - - - - - - - - — I 4 ■ ■ ■ I � o I I 1 I IT, I 4 5 1 1/2" ■ I I �. : I T-2.D T-2.13 I � I I i; 3 i ,, I I■ I -�---i I I U) 100 I OPT 6 I „64„ _0„ I T-2.D A I �wg I 0.� I ❑_ 1 I� w (D I I I lwi 1 I T-2.D -I - — ■ J ■ ❑ I I ■I OPT 0�� /-❑ I T-2.D I ■ I! 11 - - - - 15'-- "- - - - - - - -Fj ■ I I �I I i I I -� I ■I I ■ I1 1. 5-Ia�� ..... ..................... _,- - - - - -1-4-3"T-2.D `;'- - - - - - - I - - I B H {' 1 1;7 ■ I —------------# O - ----------- - - - - -- t......-.. -....- - ------------- ■ ■ — — — — — — — — — ■ ■ ■ — — — — — — — —� — — — — I— — — — — J ■ ■ ■ C4 ■ ■ , '-4" L 8'-0" 'FrO UNDA 110 N PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"04" (DOWIIS VARY PER-EI"AMON) 70'-0" 59'-10" - 0) N M v oD M r GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND 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 OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES 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-21D 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-21D. O O N Ltd N O 4 O O N N c) J LL. w J J z O ,5 Al \a tds ]6­ s� true design studios � FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 8"x8" DEEP THICKENED [B] 12" DEEP FTG UNDER BOX Op EDGE w/ (1) #4 CONT COLUMN, FTG TO BE T_ PROJECTED MIN 6" AS SHOWN w H ❑C 16"SQx12" DEEP FTG ❑D 24"SQx20" DEEP FTG U) w/ (3) #4 EW 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG w/ (4) #4 EW w/ (4) #4 EW J m ❑G 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY w w/ (5) #4 EW, T&B w NOTES ON STA Q ❑ 1 1/2" SLAB EXTENSION AT FULL ROUGH U) OPENING WIDTH } z z w (D w O O O LO ti Z L7 w z U) Z) m w w /Z_� V z w 0 O J LL z O 0- O Q 0 LL z } w U O z U w X w d. X 0}0 0 Z O w Q U) O H '0% F= LL Q U) } C� SA N1TA RY LSO M EHUC J O z U w H X w a Q vJ � W 0. J z w LLJ p c/) 75 QO m > o 0 JW w W d. W x X QLL Z 0 w I- z 11 LL w Abbott Park Q U U) LOT 050-03-A 0 F- z C� PROJECT NO: LU 2019.007600 0 LL O DRAWN: o PML O CHKD: LO EAF U) w J U i �•.��GENS�.9 .i z No 85166 DocuSigned by: O R , O, ��,,. z 02-13-2020 w REVISIONS: No. Description Date ~ w J Q U U) O z O 0 ST=2 CMIUMETAL CONNECTOR ENGINEERING¢ )ocuSign Envelope ID: 4AO6B92C-A15B-4928-BAOC-85B36E15FFC1 ° 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH --z---° 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 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB Uj \\\\ \ _ a' a a o VAPOR BARRIER I LU o X #4 OR #5 VERT REINFORCING i j UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. / . 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ONAL #4 OR FOOTING TO BEAR ON FIRM UNDISTURBED SOIL #5 IN gIRICK LEDGE VERTICAL REINFORCEMENT 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 (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > FINISH GRADE #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 ADDITIONAL #4 OR #5 IN BRICK LEDGE 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 —° — — — — — a —° a — _\ 1ARCH PLANS I '\ .'\ '\ .\ \ 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE 1 VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS -'IR" MAX nF=PTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "I" 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'-O" VERTICALLY PER T-O" 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 W1.4 x W1.4 WWF OR 6 FIBERMESH rn Q rC — ° — — — — — SEE ARCH N V (MAX 16") 00cy CN \\\/\/\ `N 0 AP�� -� 6 VAPOR BARRIER `// \ \ \ \ \ \// 12" MIN \/\/ N v 00 a) tA O N FOOTING TO BEAR ON ' FIRM UNDISTURBED 6' OPT. EXTENSION IN BRICK r- SOIL 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 U- _ 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS J tds true design studios a) 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: ,?s • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. ' • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY SUITE 100, JACKSONVILLE, FL 32211 O FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 w (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR cy FIBERMESH F- U) N RIHONON' (I) \ d ° ` m '? :Zz 0� a 16" VAPOR BARRIER Q ' D , U) Q f BEARING WALL FOOTING SECTION U 3 � Z w t4 w CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR O FIBERMESH CD 0'-0" A.F.F. SEE ARCH ° a \° DETAILS ; LO \,\\ //\ 8" MIN a O V) \\ / / • /, ZUj 8"x8" THICKENED 8" V�^ ) " FTG AT w Q STEP-DOWN, SEE VAPOR BARRIER Z PLAN U J Z W 4 CURB STEP SECTION Uj O U) p w G W 8" UNDER MASONRY WALL Z_ O y 6" UNDER WOOD WALL W CONCRETE SLAB W/ Z > Q Q 6x6 W1.4 x W1.4 WWF w 0 ' OR FIBERMESH Q Q VARIES SEE ARCH � — 4-4 — ° ° (MAX 16") � W w X O 0 LL LL MIN./ Z r- VAPOR BARRIER // /�. /i�/ O 6" OPT. EXTENSION IN BRICK �- LOCATIONS ON FND PLAN a Z_ 12" UNDER 1 STORY WALL w/ 0 O (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U d BAR IN BRICK LEDGE Q '? 16" UNDER 2 STORY WALL w/ p w (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q O U 5 GARAGE EXT WALL CURB SECTION J CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 050-03-A FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. cn O PROJECT NO: w CONCRETE SLAB W/ 6x6 J 2019.007600 W1.4 x W1.4 WWF OR O LL FIBERMESH Z DRAWN: 0' _0" A.F.F. SEE ARCH U PML o —° — — — (MAX 20" a ° a I DEEP) F_ CHKD: a J 4" EXTENSION X U UNDER BRICK VENEER < (n 12" UNDER 1 STORY WALL %' `�`, �J5• G N •N�F� ,��� W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m :� .•��,� S� •.• �� Z 0 No 85166 Q 16" UNDER 2 STORY WALL W DocuSigned by: W/ (3) #4 OR (2) #5 CONT k� BEARING CURB STEP SECTION O :13 • 7MA(GEF435....•cc, ' Z �i S'/p • E� �` TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 I I I BAR SET AT MID -DEPTH OF SLAB, TYP ALL I I RE-ENTRANT CORNERS IIL---= II— — — — — — — — — — HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS 4fl',,'1' IN Ai 1'� % _O 02-13-2020 0 F- W U_ REVISIONS: LL H Q No. Description Date w J >- U C7 U) O I— Z Z = O U � w X W ST=2mD a- CMUNFTAL CONNFMOR FNGINFFRINr. )ocuSign Envelope ID: 4AO6B92C-A15B-4928-BAOC-85B36E15FFC1 0 v ml n 1 ST I"EL DO W EL PIA C EM ENT PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" ma 5'-4" 4'-8" C 6-8" 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) 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/ 1 Od @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 1 Od @ 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 LINTEL SCHEDULE LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS U 0 M rn 0 N O O APEXN co d' O O N N Alm\ M J LL tds J J 5; true design studios Z O (A Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O O w F- U o rn 11HOMON' CDJ m W Q } Z W W Of O O O O ti LO O Q U) z LLJ w w L.L W L-1 16-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 3'-0" 8U8 L-3 2'-0" 8U8 L-4 6-0" 8F-16 L-5 8'-0" 817-16 8080 SGD/ REAR PORCH L-6 9'-0" 817-16 REAR PORCH L-7 11'-8" 8F-16 REAR PORCH L-8 4'-8" 8F-12 FRONT PORCH .10 Z Z LLJ 00 Uj O (f) w Q _ w w Z Q O > 0 z W ow w w 0 w O w J X ILL LL Z44 Z O O Q 0 w w O a z 0 a U LL Q w Abbott Park Q O U) LL LOT 050-03-A 0 Q w z Z O v PROJECT NO: w O 2019.007600 LL w O z O DRAWN. U PML o w CHKD: U') EAF co X Q Q U Q`��'w►,t����r�� U) • m • cENs 9 4 • ,, Z 0 `� �� �, ` No 85166 w Z — DoquSigned by: :k- +� �j -13 :1� � �IEF43$�..U)w 0•szo R Q � 'f'frOiA' 'F1i�'- Q O 02-13-2020 0 I= w U REVISIONS: U_ � Q No. Description Date W (n J Q } U C� U) O z z = O U 0 w H X W ST=3 11 ('.MII/MFTA1 r.ONNFr..TnR FN(.INFFRINr. )ocuSign Envelope ID: 4AO6B92C-A15B-4928-BAOC-85B36E15FFC1 1st IEVEL RO OF FRAMING PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES 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 2x12 12" 15'-5" 19'-11" 23'-9" 26-0" 16" 13'-4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'4" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 11'4" 17'-8" 23'-4" 26-0" 24" 9'-10" 15'-6" 20'-1" 23'-11" 10 L.L.15 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 1 Od @ 4" O.C. STAGGERED. 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 Y4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %" 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) Y4' x 4-%" LONG #14 WOOD SCREWS PT 2x8...................................(5) W x 4-%" LONG #14 WOOD SCREWS PT 2x10.................................(7) W x 4 '/z' LONG #14 WOOD SCREWS PT 2x12.................................(9) Y." x 4 '/2' 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 O O N LO T— N O 4 O O N N co J LL w J J Z O U) Y U Q O O w H U) J m W Q d (n } Z W w <Y O O O O 1 f` Iq LO ti Z w Z C7 m Ill w w Z_ w 0 w 0 LL Z O Q O a IY O U Q O J LL Q U Z } 6. • (1) 48" & (1) 24" BEARING BLOCK Ill O J • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O STAGGERED Z • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U w I— X w a Q X 00 0 O w Q O ILL U) } C7 O J O U LU Ill ILL! a tds Q true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 01HOMON' s Zz Q. tm QU) gymU) w 0. J z Lu LLJ O U) Q QO m > o J LL) W 0 Lu W X LL O 0 w H Z ILL w Abbott Park Q U LOT 050-03-A o w Z U) PROJECT NO: w 2019.007600 0 ILL O DRAWN: PML o CHKD: lid EAF cn w J Q U ,��,J�; tNE N N�9 CD U No 85166 * • LT oguSigned by: •• r •� 1 D EF43 •i ♦ /n 01 �i�SS ON A, E���� Q Ill 02-13-2020 0 w cn REVISIONS: Uj TZ No. Description Date I- w J Q U U) Ill O 0 CMU/METAL CONNECTOR ENGINEERING¢ )ocuSign Envelope ID: 4AO6B92C-A15B-4928-BAOC-85B36E15FFC1 U 0 TYPICAL ROOF DECK > SHEATHING. SEE TABLE 2: 2x NO 2 SYP BLOCKING TO FIT TIGHT WOOD STRUCTURAL PANEL BETWEEN TRUSSES, (3)10d TOE -NAIL @ N SHEATHING REQUIREMENTS EACH END, BLOCKING MAY BE OMITTED ON SHEET STA, FOR HEEL HEIGHTS < 9" ti "8 Y�" — TRUSS OR RAFTER TO BOND 3/4" BETWEEN TOP OF WOOD PANEL FOR MISLOCATION <X<1 FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. BEAM W/ META12 OR W v AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d #5 BAR CONT. HTA16-18 W/ MIN (7) 1x ' Od 1% W " (1) IN TRUSS (NOTE: IF META12 0 1s @ MIN /32' EXPOSURE 1 PLYWOOD RIM RAISED FOR MISLOCATION 1 <X 1Z— OR HTA16-18 IS IMPROPERLY LL1 HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST a. ' INSTALLED, ATTACH TRUSS U) DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE TO BOND BEAM W/ HTSM20 VERTICALS, ATTACH TO TRUSSES AND U) P (1) #4 OR #5 BAR AT CORNERS OR HTWM20) BLOCKING W/ 10d @ 3" O.C. Z WITH MIN. 25" LAP /• I, — .✓ #5 CONT. — PROPERLY WIND LOAD RATED SOFFIT I MOISTURE MATERIAL CONTINUOUS @ PERIMETER. BARRIER BY I' SEE DESIGN CRITERIA AND LOADS: C&C r� oil I I I 1 1 141 1 777 1I TRUSS TO TOP PLATE MOISTURE BARRIER C OTHERS DESIGN PRESSURES ON SHEET ST-1. + o W/ H2.5T OR RT7AT, BETWEEN MASONRY AND I PROPERLY WIND LOAD RATED I TRUSS OR RAFTER TO BOND BEAM W/ o vv v OR SDWC15600 NON -PT LUMBER BY OTHERS SOFFIT MATERIAL (1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x I LINO ON PLAN I CONTINUOUS @ PERIMETER. CMU BOND 1' IN TRUSS (NOTE: IF META12 OR % 8" CMU BOND BEAM VERT. REINFORCING T SEE TABLE 1: COMPONENT BEAM W/#5 HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL w#5 BAR CONT. HAVE 10" STANDARD I AND CLADDING DESIGN CONTINUOUS I ATTACH TRUSS TO BOND BEAM W/ FROM BEAM TO FOOTING HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. HTSM200RHTWM20) I I COURSE CMU BOND MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - BEAM W/ #5 CONTINUOUS B BLOCKING NOT SHOWN FOR CLARITY AT CORNERS MAX 32"O.C. I I • 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. ''/2' THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR %" WEDGE BOLT W/ MIN 4%' 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 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) \ WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS 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. DIST. FROM DOORJAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOORJAMB / WINDOW TO BLOCK MIN. SCREW LENGTH 3}'4" OR 1/4' PER MANUF. 3" 5" 11/L' 3 �4' 3 7/16 5" 115/ 6 33/4' 3:4' 61. 2 /4, 33/4' TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O U O O O APEX N U 00 {u qT � tt3 N N cM LL s LLI tds J � true design studios Z O W U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 ui O O � O w C � RIHOMN' N o m w G7 U Z w w O O O O LO d LO O Q w Z LU � ^ U) V J NW W W Q 1..` Z U) Z LV LLJ O C) w Q _ z> w w Z Q O LU m o o J W w Q W 0 O W J X LLLL Z O Z O OW a z O 0- U LL p w Abbott Park Q O U _J (n ILL. LOT 050-03-A o w z z c� w O PROJECT NO: w -j 2019.007600 O ILL. Z DRAWN: O U PML o w" CHKD: U")I EAF X LU w Q U Q co LA/V��4i (A No 85166 LU - Z :k.. Do uSigned by: 1� � � Q w 0,ey10 , � Fs.� •• T' 1D EF43 �♦ (n Q . S C? � Q O 02-13-2020 p 1= w U REVISIONS: Q No. Description Date w W J Q � U O I— z Z = O U 0 W I— X w ST=5 CMU METAL CONNECTOR ENGINEERING i )ocuSign Envelope ID: 4A06B92C-A15B-4928-BAOC-85B36E15FFC1 MOISTURE BARRIER BY OTHERS #5 CONT. (1) #5 BAR AT CORNER r W/ MIN. 25" LAP #5 CONT. UPLIFT CONNECTION PE TYPICAL WALL SECTION TYPICAL PORCH • CEILING BOARD PER PLAN. SEE TABLE 2; 4 SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) �J 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 COMMONS 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/ 1 Od 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 ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN 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 j MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 '/2' (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10) 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. TOP OF WALL 8'-1" ABOVE F.F.E. TOP OF OIL GARAGE DOOR 6-1" ABOVE F.F.E. OIL 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. (LOF OPENING 2x6x12 1 CENTEI " DIA. ANCHOI 2x4 PT TOP 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 4," DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 %" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %2' x 41s' 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM I +---i---�-------------------- I I I I I I I ; I I I I I I I I I I I I � � II I I II I I I I I I I I I I I I I I PRECAST LINTEL SEE I I PLAN SEE PLANS 1�1 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 j l NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING l TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL l l i PLACEMENT PLAN. MIN 6" BEND II II I I AT BOTTOM. l i i l CONCRETE j l FOUNDATION WORK TOP OF FINISH I PER PLAN FLOOR SLABL—Z— 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 TRUSSES NEEDING BRACING 0 U O O L0 A PEX O T_ N 4 y? s X O 0') - (D 3E r C E, N Ci c _j LL w t S J true design studios � Z O U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 � U 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O _0 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W cn r_ 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS cy _ NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS 131" x 3" LONG (UNO). $ 11HOMON 5. DESIGNED DES GNED PER BCSII- 3N 007. N _T6" MAX T" MAX T' MAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* J 00 Awiw LU w Q ..� C3 U Z w 0 w w O L-BRACE FASTENED TO 0 WEB W/ 1 Od AT 6" O.C. O SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO ti SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN WEB W/ 1 Od AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J *IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z U REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. co T" MAX :r6" MAX =' MAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W GRADE AS WEB TO BE BRACED. Z U J z U m Uj O U) fY Q w W Z Q O W m > o 0 o J U w 0 U O U x J Z LL O Z BOND BEAM BOND BEAM 0 REINFORCEMENT REINFORCEMENT W w (SEE WALL SECTION) w (SEE WALL SECTION) F- Z = FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM O d U)cUJ U ILL. LIJ LINTEL REINFORCEMENT J 770Y Abbott Park Q `° O U LOT 050-03-A C/) 8 F - #— DEPTH LINTEL 8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" Q w ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND U Z NO LESS THAN V BEYOND Z Ur 8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END } GROUT FILLED LINTEL ASSEMBLY 0 PROJECT NO: w 8" PRECAST LINTEL. SEE PLAN. O 2019.007600 ILL Z DRAWN: O 8F-# 8F1-# U PML o w CHKD: L0 EAF U) BOND BEAM W W REINFORCEMENT (SEE WALL SECTION) < X U LAND ��i,� C/) COURSING BELOW BONDI r m ���� �J•'�G E N S' %�'� � BEAM MAY BE FILLED OR 0 �� •• �' F �� Z UNFILLED w No 85166 Z * •• •'� _ Do puSigned by: , Q O S 0 w - �a�s QFr.* i 8U8 1D EF43 U) LINTEL MAY BE FILLED Q ��is < R v' C?\ , >Z OR UNFILLED Z �'ISJQNA' ��``` 8" PRECAST LINTEL. SEE PLAN. Q 8 U 8 O 02-13-2020 p W U REVISIONS: w TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w U) J U 0 U) O F- Z Z I 0 U cl w F- X W ST=6 d CMU/METAL CONNECTOR ENGINEERINGa FCC •! Aj jl�- 7 7-35!