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HomeMy WebLinkAbout7907 Wheat Stone Dr7ocuSign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 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 DETAILS - IF APPLICABLE STRUCTURAL SHEET NO. ISHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1 st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN - TYPICAL WALL SECTIONS SECTIONS AND DETAILS ST-5 ST-6 DR HORTON A4DB DELRAY ELEVATION F ABBOTT PARK, LOT 012mO3 ELECTRICAL SHEET NO. SHEET NAME E100 1st LEVEL ELECTRICAL PLAN BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020 FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017 FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020 FL BUILDING CODE - ENERGY CONSERVATION: 2020 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' i Entry 28 SIF Lanai 218 SF 705 SF_ _J Grand total 2739 SF VOLUMES 1 st Floor 18982. CF Grand total _ 18982 CF ALL WOM4t �H ; C' ,P aCODE'rr( -,PKITH P REVA iNG C C; O O N AC PEX 0 CD a C N N c� J LL � w tds J � � !rup design studies a z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 Cn O_ O _0 O W 041HOMON' Z3 o w U Cn U z w w fY O O O O >= t` � vJ Z LLJ U) L.L w J 0� z z z W m LLJ 0 U) W �- w p Q z O > o W z W o .� W 2 W W o J X U_LL z O z O 0 rL z 0 0 U !L p w ABBOTT PARK Q - — -- - - Q LOT 012-03 0 w U Q z_ z 0 0 PROJECT NO W OJ 2021.006616 z DRAWN: - ---- - - O v KME o WCHKD: u7 JAC U) w w a Q U 0o z z w 0 O w U) Q z U) Q _O 05-17-2021 0 F— w 07 U REVISIONS: _ U_ H Q No. Description Date w U) J J - - O O _ -- U � w H x w 0000 a a _socu5ign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to Tooter steel w/ (2) ground clamps 5' apart a r UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. - A/C DISCONNECT METER MAIN DISC. #12 COPPER TO APPLIANCES AND GFI 150 OR 200 AMP TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL _ #10 COPPER TO WATER HEATER - UNDGND _ #8 COPPER TO RANGE SERV. BY POWER CO. #6 COPPER TO HVAC N.T.S. - #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 BEN STRICT COMPLIANCE WITH THE 2017 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 6OF 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 ABBREVIATIONS LEGEND ABV AC AFF AHU BLK CABS CLG CHR COFF COL COND CRN CVAC DBL DIAG DR DRY DW EB FL FLR FP FXD FXT GLS HB KS LAV LT MRBL MC MIR MTL OH OPNG OPT R & S REF SD SDLTS SGD SH (2) SHWR TB TPH T&S TEMP TR VOL WC WD WH WNCT WS WASH ABOVE AIR CONDITIONER ABOVE FINISHED FLOOR AIR HANDLER UNIT BLOCK CABINETS CEILING CHAIR RAIL COFFERED COLUMN CONDENSER CROWN MOULDING CENTRAL VACUUM SYSTEM DOUBLE DIAGONAL DOOR DRYER DISHWASHER EYEBROW FLOOR LINE (MAT. CHANGE) FLOOR FIREPLACE FIXED FIXTURE GLASS HOSE BIB KNEE SPACE LAVATORY LAUNDRY TUB MARBLE MEDICINE CABINET MIRROR METAL OVERHEAD OPENING OPTIONAL CLOTHES ROD and SHELF REFRIGERATOR SOAP DISH SIDE LIGHTS SLIDING GLASS DOOR SHELVES (QUANTITY) SHOWER TOWEL BAR TOILET PAPER HOLDER TUB and SHOWER TEMPERED TRANSOM VOLUME WATER CLOSET WOOD WATER HEATER WAINSCOT WATER SOFTENER WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • 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 3'-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 EXTERIOR ELEVATION GENERAL NOTES • 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 R703.4 • 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 I GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER FBC R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS 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 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 CN LID 0 APEX 00 4 '5<'' 0 a N M J C2 LL 4- W J tds .a J � true design studios > Z O U 9000 REGENCY SQUARE BLVD. ¢ SUITE 100, JACKSONVILLE, FL 32211 Cn o � o v7 W C 01,H0190N A � J m W rY Q W Z W W w O O O C7 ti u7 ti >= a Z W W Z Z � Z) O �W Z)� V ) m 0 W w Z < O (D > Q ¢ Z w o W w W 0 0 W Uj OJ LX Z a Z O Z H O LL1J O p Z O a U LL ¢ W ABBOTT PARK ¢ O LOT 012-03 0 ¢ w U Z Z U OPROJECT W0 NO O 2021.006616 U_ Z ODRAWN: U KME G LU CHKD: JAC LO w Uj ¢ U U) m Z 0 3: Uj 0 O w 2 O ¢ Z Z U) O 05-17-2021 0 1= w U) c~j REVISIONS: w LL _ ¢ No. Description Date ~ Uj U J ¢ >- U O cn O - - - ~O O Z Z - O = 0 Uj x AOOO )ocuSlgn Envelope ID: OOCCED92-FD82-41 DF-BBOB-9A1 B2DCB5D17 FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) a) M M N I N bo Ln Ln w W = N Ln CO m N i� ERIFY AC COND bo LOCATION W SITE PLAN 70'-0" 9'-4" 59'-10" 10.1 8'-0" 21'-2" 5'-0.1 11'-2" 2'-4 1/2" 6-3 1/2" 10" 2'-4" 11'-8" 2'-8" 3'$" T-4" 25'-2" 25'-2" 2020 FX HB 2020 FX 2020 FX 3052 SH TEMP EGRESS 8' - 0" H.H. 8'- 0" H.H. 8'- 0" H.H. 8' - 0" H.H. VV 1801 04 140 O Q 3 SHS 123 ----Oi {,jai ,, O i _ cyM - tv. t 7 PANTRY _ 143 00 9'-4" CLG m _ '� - � o2S - --- - -- ---- - o2Sl o. - - I I !! C9 ' KITCHEN 9'-4" CLG � I 'N NI I i I N 101 N w co i ! ^ _ 130 r42� z'-8° 2'-4° BEDROOM 3 " BATH 2_�] 9'-4" CLG BEDROOM 2 w 9'-4" CLG co I I ! ! I I o 0 M DINING N o0 9'-4" CLG T o o �,� I .� 101 ooa 1�' ��I 9'-4" CLG 3 SHS 0 3 SHS _ I f�ov q O lu �N 1 N o a bo M N - ---- .- I 668 21068, 1668 OUTDOOR — — — — — -- — 00 v 0 9'-4" CLG o N N CV 0 in -- VING 7 i I (102 105 - I ( 9I 4" C G I I 12'-4" T-5" 4'-3" 2'-2" 131-6„ T' 4'-6" 6-01' = 6-0" 1III III(O� a � N E o FOYER II o ENTRY III� -1CLG I - I W _Y 10' CLG 0 M 6'-10" 8" 6'-4" 8„ 9'-2" _ I I 'vpeV, N I v _ `� i GREAT ROOM 00 0 9'-4" CLG o N N _ 8�'--"---- 8'-8" 101 N o - to - I I 4 4'-10" _- 0 162 v 12'-2" bo 8'-2" 9'-4" CLG LAUNDRY 2868 - - 21068 9'-4" CLG.-- w MECH o 163 v 8 1/2" 9 -4"LG N 31-21 co 21'-0" co \ N D AH r--1 M � _j 2106 _. -._.. - --- _____-,1S&RO O I X I - I \ N I I b- Y o WIC _ 9'-4" CLG I N L I I L_—J GARAGE N v v=, i ---� cn WH 160 9'-4" CLG 2106 BATH 1 BEDROOM 1 9'-4" CLG i �� a BEDROOM 4 161 iq I N 9 -4 CLG II - Elio 21068 J 21068 125 0 1120 0 -4I WIC " " 06i 9'-4" CLG ~0 36 x60 — - - - - - 15&1R ---- 9'-4" CLG 0? 3010 FX TEMP 3052 SH TEMP EGRESS H8 8'- 0" H.H. 8'- 0" H.H. VERIFY AC COND I LOCATION I I I I I W/ SITE PLAN 31'-10" I I I I I 11'-4" 26'-10" 17'-8" 5'-8" 5'-10 1 /2" 5'-3 1 /2" 11'-4" 2'-8" 21'-6" 70'-0" 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" O) M 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 7'-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 20 MIN FIRE RATED 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'Y4' 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 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER 0 0 N LO N 00 4 0 0 N N M _J IL w J J_ z O U) Y 0 Q O O T_ w H J m w Q C1 U) z w (D w 0 O 0 0 u7 r- z U) U) w z V) m w w z z w 0 O J ILL z O d O Q 0 0 J IL Q 0 z 0 O O z 0 w I- w d Q X m 0 w z O w Q z (A Z) O_ H H LL Q U) 0 O J O z 2 0 w H w Q E A a AAMw8FAdL .all true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 aU) LL J O LLJ cis p Q � > 0 o 0 w w QLL PROJECT NO. DRAWN: CHKD: ABBOTT PARK LOT 012-03 2021.006616 KME JAC 05-17-2021 REVISIONS: No. T Description A110 7ocuSlgn Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 LEFT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH �LINEALFT LOW 2738 SF 657 in2-- V-0" TYP) 657 in24 144 576 160 T: Lo ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 11470.4 5:12 N } 14�Q 12 5 1st LEVEL BRG _ _ _ _ _ 1st LEVEL BRG 1s LEVEL FFE LEVEL FIF E - t 1st �,.. - " 1st LEVEL BRG 1st LEVEL FIFE _ �}o, _ o° - - - - - - RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 220 _ 1st LEVEL BRG 9' 4" _ 1st LEVEL FIFE ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TI LE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MI LLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 117" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTESA000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 718" (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 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2'k 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 - 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 TI LES 267- 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE- S OF LIGHT TO BE 6 47' A-F.F. U.N.O. BUILDING HEIGHT (AFF) HEIGHT (ABV GRADES _ _ _ _ _ -_ _._ _ .._. _ BUILDING HEIGHT lAFF)_dL_ 7/8 18 - 7 7/8 /'�� 12 4' ENTRY HEEL 5 �� - - - - - - - 13'-4" 201 260 st LEVEL BRG------- - - - 4" 262 280 - 4" OVER 38" 260-- (+1" PROJ) SLP TOP i N 1st LEVEL FIFE ----------------- ----- 3068 w/ 3010— TRANSOM ABV FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" FYPON BKT 7x12x4 ------------------------------------------_ 4'-ENTRY-HEEL --- 13'-4" [225 i1st LEVEL BRG 264 FYPON BKT 11x20 7 {262] 4" LL- - -- -- - L223 1st LEVEL FIFE ---------------------o E O v o > O O N O APEX rn n co N M J O LL •+ -c tds —i J true design studios a) Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn 0 � O 4� Ir- cy cn 11HOMON' 0 e J wW A#K � Q Q y Z a U) UCD z W (D w O O O >= a w z w W U. Z j z w Uj O try w w w 0 z Q O z w 0 Q 0 w 0 J w w m Q w w O x LL �- z z O a Z O Q w- 0 LLI z W O a U � Q ABBOTT PARK w Q OJ - --- -- - cUn U- Q LOT 012-03 - 0 w U Z - -- 1-- Z O U U) w 0 PROJECT NO 1 O 2021.006616 w Z v DRAM KME O o CHKD: JAC LO x w w � x a U 0 0}0 z 0 3: W z O � w O Q Z Z 00 05-17-2021 0 1= w U REVISIONS: U- -.. - Q No. Description Date w U J --- - - - U) O 1- o - z Z- ------ a: 0 w 1— x W A200 d Q _)ocubign Envelope ID: OOCCED92-FD82-41DF-66013-9A1B2DCB5D17 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 DRIP EDGE• ��� *4 2x6 FASCIA W/ ALUMINUM WRAP �"�♦ _Q w. 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 J VARIES (RE: 12 ELEVATION) 1st LEVEL TOB VARIES (RE: ELEV) INSULATION PER CODE 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 Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 2 TYP ONE-STORY WALL SECTION _ A400 SCALE: 1 " = V-0" INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS ELEVATION) 7PLAtN�) FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VA WD SHTHG OVER PRE-ENG WD OF 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 VIN ACCESSORIES PER MF WRITTEN SPECIFICATI( %" THICK STUCCO FINI: TEXTURED PER COMMI SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FRC STRUCTURE)(TYP ALL 1 IV FA ' 1st LEVEL TOB -.,VARIES . 0 Ulu M M W W me 111m� L INSULATION PER CODE (RE: ELEV) ►♦ n a a 12" 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/ 1 x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" 4 —INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) e1 TYP ONE-STORY WALL SECTION A400 SCALE: I" = V-0" I` O OU N > O � 'q- APEX C) O U o aw Cr) T ^ N � N M L J J � z tds O true design studios U) Y U 9000 REGENCY SQUARE BLVD. a) o SUITE 100, JACKSONVILLE, FL 32211 o O F N U) CY 041HOMON, coE w f a 44$ m U z LU 0 0 0 rl- u7 r~ O z c co w w z �n m w w w (n z C z G w O Q Q O W ILL W o F_ LL a w a O X U = z O O Q ILL w z U -- z a Il c}� w O -- J J Q O U z W = PROJECT NO 0 U w H Q — z IX DRAWN: UI CL DVO co Q CHKD: w TSD IL O coo 0 0 0 w U) w O J w U z 0 O � 0 U U_ U) Q (D U) z REVISIONS: < O No. Description Date 0 O w -- w z = w w �— - - J W -- U U) o A400 z O 0 DocuSign Envelope ID: OOCCED92-FD82-41 DF-BB0B-9A1 B2DCB5D1 7 WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFANALL SCREED 5"4" "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. T 1. FOLD INWARD at PT. A 1. FOLD INWARD at PT. A ��yJ 2. CREASE at PT. B S FOLD S 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 O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C S ® ® FOLD at 77° WATER TIGHT 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 x x x x 5x5 WALL FLASHING x x ao z w - 2 CZ �w a2 001 x x FLASHING x x G x (SEE DETAIL) FELT UND Y y�`� WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING DRIP EDGE: OVERLAP EXTEND , BELOW SHEATHING, FASCIA WRAP NOTE: INSTALL KICKOUT SHEATHING, MECHANICALLY FLASHING AT BOTTOM OF FASTEN 4" O.C. MAX ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS; BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. 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 ELECTRICAL RECEPTACLE �-,- -T/� I I/,I ------ /-- + 7 2x SUB-BAND\W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK \ DRIP EDGE I--------/8' I 17t8' TEXTURED \ \ FINISH @ WOOD 8 TEXTURED 1 1/8" Fc • FINISH @ CMU / \ \ I METAL FASC)A WRAP\ 48' FROM \ STUCCO], 1, FROM WOUD WALL \ f + \ EXTERIOR WALL \ _jF}ZAME OR CMU) \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY SUB BAND DETAIL ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-O" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCO 2x SUB -BAND W/1 Y2"x4" NOTCH @ ENE METAL WRAP FASCIA 2x6 SUB BF DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 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 WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 1" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK ROOF CEMENT @ ROOF =DGE OMITTED FOR CLARITY k1L _ WALL W1 KICK -OUT SCALE: N.T.S. 1= O 0 O U N � LO � O 4 C APEX U O tll X C1 N Cq N M J LL W g J J Z � O tme design studios 0 rA U 9000 REGENCY SQUARE BLVD. N o SUITE 100, JACKSONVILLE, FL 32211 O vj O W i3 H - U)r�-r w J UIROHOMMY a) 00 LUla 4wWO .. Q U Z W N W O O O O ti d' LO rl- Z (n � W U, Z U) m I..L W W W Z iU) Z w Q 0 o Q O J W W o w Q �.l.. ww O O U X Q Z O O J LL o H Q Z Z a- 0 w O -- -1 J U O CO Z U0 PROJECT NO W W Q ~ Z IX DRAWN: 0 0- DVO Q CHKD: w TSD o LL O m O LO W 0 ?> W O J Q W U U) Z Q W Z O H U_ � i LL 0 Q Z co REVISIONS: 0 No. Description Date o O W Z w = U - _ W LLJ - W Q — - __ U n.. Q � A500 Z 0 0 )ocuSign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 E O 0 O U N � N APEX O � U O N O ,5C i � N N tU N co J LL W �. J J Z t S O tree design studios 0 U) Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 c o 6 0 w 1 � � _j 01,H09ON' a) \ ELECTRIC METER C0 t D ELECTRIC METER FIELD VERIFY LOCATION Q FIELD VERIFY PRE -FORMED CONTROL / \ LOCATION _ I APPLY STUCCO SCRATCH COAT AND ONE (1) JOINT W/ STRIP LATH 5/8" CEMENT PLASTER LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC Z) \ 12" WIDE SELF-ADHESIVE I METER U) _ FLASHING CENTERED UNDER • %' • - ��::•_ ' CONTROL JOINT (CLEAN CAVITY TO BE FILLED V MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC W ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR w \ / - SIMILAR) X A O APPLY A SILICON BASE O \ J / STUCCO FINISH SEALANT AT POINT THAT C) s ELEC WIRE PENETRATES � 5/8"CEMENT PLASTER / 6" SELF ADHESIVE 12" WIDE SELF-ADHESIVE L OVER TOP & SIDES ti FLASHING CENTERED UNDER CONTROL JOINT (CLEAN / \ SELF FLASHING z MASONRY BEFORE APPLYING) / UNIT Z Uj — - - --` U) - PROVIDE STUCCO �/� PRE FORMED CONTROL I - I - • :. . -- - SCRATCH COAT LARGER LLi " JOINT W/ STRIP LATH .. —..' .. _ L _ '_ � -_' _- THAN THE ELECTRIC Z \ DREMANUF. _._ _ _— __ — CAN COMBO OR METER N / DRYER VENT CAP METER CAN OR METER U) \ _ (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT 00 8" CMUL.L SEALANT) STUCCO SCRATCH COAT w ,. wSEALANT at & 1 COAT OF PAINT W/ W r. . TOP & SIDES BACK -ROLL PRIOR TO W ELECTRIC METER Z INSTALLATION Z w O Q CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION w SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE. N.T.S. U- w O IZ LL Q w WOOD CONST BEYOND FIBERCEMENT -OR- VINYL LAP a SIDING OVER APPROVED WOOD SHEATHING ti HOUSEWRAP INSTALLED PER WEATHER RESISTIVE O 6" SELF -ADHERING FINISH COATING OVER PRIMED MFR WRITTEN SPECIFICATIONS X FLASHING BARRIER #1 a . U 4 sTHREE COAT STUCCO FINISH Q ' EXTEND HOUSEWRAP WEATHER RESISTIVE WEATHER RESISTIVE WD SHEATHING (718' NOM) OVER GALV MTL LATH OVER NAILING FLANGE Q BARRIER #1 BARRIER #2 (RE: STRUCT) OVER 15# FELT OVER APPROVED 0 VINYL ANGLED Q\ C HOUSEWRAP WD SHEATHING CASING BEAD WEATHER RESISTIVE X. (RE: STRUCT) _� _I (AM66-ANGLED-1250) BARRIER #2 5/16" X 7 1/4" LAP FASTEN TO WD STRUCTURAL _ LL. W _ \ SIDING W/ 6 REVEAL MEMBER at 7" O.C. MAX MTL DRIP FLASHING W! Q ~ �J _ HEMMED EDGE SET IN CONT Z 2 1/2" 1 STARTER STRIP Z " TO 48" MID -WALL BEAD OF SEALANT i,,,) a '• WEEP SCREED Z d 8" CMU CORNER BEAD DO NOT CAULK OR ;'? - TRIM (RE: ELEVATION) _ (FASTENER & 6" SELF -ADHERING - r SEAL OPENING, _ Z_ a } _ �' o z SPACING at 7"O.C.) FLASHING / _ - N < EXTEND 12" SELF -ADHERING > W z o - (`. MEMBRANE FLASHING OVER - N — ...� -. , O m a GALV'D METAL -�-- GALV'D METAL "Z" WINDOW FLANGE SET IN CONT ,J --- ~ "Z" FLASHING - 6" WIDE STRIP SELF ADHESIVE U x N FLASHING BEAD OF SEALANT O Lij w _ �,, _ - __ FLASHING, CLEAN MASONRY > = 3 - DO NOT CAULK OR - - - ?: BEFORE APPLYING - - VINYL FLANGE CASING BEAD Z PROJECT NO w � __ - 1 1/4" X 6" SIMULATED Q SEAL OPENING WOOD TRIM MEMBER -- - _-_ INSTALLED PER MFR (� w -- / �' ; r: 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) LU LU Q / STUCCO TEXTURED PER COMMUNITY CMU 1 1/4" X 6" SIMULATED CASING BEAD SPECIFCATIONS l 1/2" (MIN) STUCCO FINISH X DRAWN: VINYL CASING -- WOOD TRIM MEMBER ...' : TEXTURED PER COMMUNITY w BEAD (AM66-1250) 1/2" (MIN) STUCCO FINISHLSPECIFCATIONS d DVO � 1/2" MIN TEXTURED TEXTURED PER COMMUNITY SEAL GAP W/ CAULKING FN Q CHKD: TSD o LL FINISH at MASONRY SPECIFCATIONSOR APPROVED SEALANT / _ STUCCO SIDING 0 STUCCO CASING BEAD �i' m o O RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) w SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. w SCALE: N.T.S. O W U U) Q U) Z 0 U) Z_ P 0 CMU WALL W/ SELF ADHESIVE -OR- FLUID CMU WALL W/ ~ 1/2" (MIN) STUCCO APPLIED PAN FLASHING (CLEAN CMU LINTEL 1/2" (MIN) STUCCO FINISH ~ 0 ( 4 " STUCCO FINISH U FINISH TEXTURED (RE: STRUCTURAL) MASONRY BEFORE APPLYING) (RE: STRUCTURAL) (RE: STRUCTURAL) PER COMMUNITY _ EXTEND UP AT JAMBS (4" MIN) " GYP BIRD OVER " GYP BRD OVER SPECIFCATIONS Y�" GYP BIRD OVER PRE -SHAPED STUCCO BAND Y�" GYP BIRD OVER PRE -SHAPED STUCCO BAND x2 TREATED x2 TREATED Q 1x2 TREATED W/ SLID TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR — - FURRING STRIPS FURRING STRIPS Z FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS WRITTEN SPECS (RE: ELEV) PRECAST CONCRETE SILL at CMU WALL (TYP) CONTINUOUS BEAD at CMU WALL (TYP) = CONTINUOUS BEAD FLANGE CASING at CMU WALL (TYP) ELEV) at CMU WALL (TYP) OF SEALANT OF SEALANT >- REVISIONS: SELF ADHESIVE -OR-FLUID WOOD BLOCKIN SELF ADHESIVE -OR-FLUID 4 " BACKER ROD W/ SEALANT PT 1x4 BEAD APPLIED FLASHING (CLEAN APPLIED FLASHING (CLEAN e PT 1x4 SELF ADHESIVE -OR SELF ADHESIVE -OR- O NO. Description Date o ME MASONRY BEFORE APPLYING) �: VINYL FLANGE CASING BEAD FLUID APPLIED FLUID APPLIED -- -- -OR- MASONRY BEFORE APPLYING) PT 2x4 FRAME O W PT 1x WOOD BUCK 1�" GYP BIRD OVER INSTALLED PER MFR PT 2x4 FRAME ANCHOR FLASHING (CLEAN ANCHOR FLASHING (CLEAN PT 1x WOOD BUCK VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD ` Z — --- SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED MASONRY BEFORE MASONRY BEFORE W -- FURRING STRIPS � gqpppp��YY ►yG, SHIM AS NEEDED gqpppp��YY NG1 = WRITTEN SPECS (TYP) WRITTEN SPECS (TYP) CMU STEMWALL W/ METALI DOOR FRAME METALI DOOR FRAME IU - --- --- F_ at CMU WALL (TYP) �8' STUCCO FINISH 4," BACKER ROD W/ SEALANT 48' BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR I— - -- - - W INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR W -- -- - Q Q � CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU O SCALE: N.T.S. SCALE: 1ti2" = 1'-0" SCALE: 1 y2" = 1'-0" SCALE: 1 V' = 1'-0" SCALE: 1 ti2" = 1'-0" SCALE: 1 y2" = 1'-0" A501 Z O 0 )ocuSign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 PANEL. PANEL 1 RATING: 200A MLO MIN AIC RATING: 22,000 A SERVICE: 120/240V, 10-3W MOUNTING: SURFACE DESC�II�'Tl�t!i ' Li ItO POLESf�I�IAI�IA CIRCUIT .. „ 18R�C Lt3�4p .. I�1E�IP PION . . . � 1 A 2 20 1 R APPLIANCE GFI WATER HEATER F 2 30 3 B 4 20 1 R APPLIANCE GFI 5 A 6 20 1 L,R ROOM SYS. 1 CONDENSING UNIT M 2 30 7 B 8 20 1 L,R --GREAT 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 BED 4 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 20 1 - SPARE REFRIGERATOR F 1 20 21 A 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 B 24 20 1 - SPARE DISHWASHER/DISPOSAL F 1 20 25 A 26 20 1 - SPARE MICROWAVE/HOOD F 1 20 27 B 28 20 _ 1 - SPARE _ LAUNDRY R 1 20 29 A 1 30 20 1 - SPARE m ELECTRICAL LOAD CALCULATIONS LOAD DESCRIPTION_ CONNECTED LOAD(UA) DEMAND FACTOR FINAL LOAD (VA) GENERAL LIGHTING 3 VA/FT2 6102 - - SMALL APPLIANCE 1500 - - SMALL APPLIANCE 1500 - - LAUNDRY CIRCUIT 1500 - - DISHWASHER - WASTE DISPOSAL 800 - - WATER HEATER 45_00 - - _ 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 120/24OVSERVICEIFEEDER LOAD (A) 117 MAIN BREAKER (A) 200 .. ... ..:. ..... ::: . ..... .... .. ... ...,. ..6:: r (�yI yI{, ...... ........ .. 1 Sj ...... .. 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AFI PH AFI �p VP AFI GFI IRR ELE CPA N EL � .., ___ .� ........ ,......._ uw WP GFI ........ , VERIFY AC COND :\ LOCATION W/ SITE PLAN 1st LEVEL ELECTRICAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" AFI U-0 , 1 1 1 1 I 1 1 I E I 1 1 I 1 I I 1 1 I 1 i " ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON DOOR BELL CHIME 3-WAY SWITCH CHIME - — t — -- — GARAGE DOOR 4-WAY SWITCH DIMMER SWITCH (r� BUTTON GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET DUPLEX OUTLET GFI G - - - CEILING OUTLET AFCI DUPLEX OUTLET 8 FLOOR OUTLET A I FLR ® SMOKE DETECTOR 8 JUNCTION BOX JB © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET P SERVICE PANEL b TELEPHONE OUTLET SERVICE METER m . GARBAGE DISPOSAL M WALL MOUNT LIGHT} SINGLE SCONCE DOUBLE SCONCE FLOOD LIGHT '> STRIP LIGHT ® STAIR LIGHT BATH FAN - VENT TO EXT ® BATH FAN & LIGHT COMBO - VENT TO EXT CLOSET CASTER ® UNDER CABINET LIGHT CASTER LIGHT - PULL CHAIN LIGHT FLUSH MOUNT LIGHT 4- HANGING KEYLESS LIGHT HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT FLUORESCENT LIGHT ®FR LIGHT FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN W/ CEILING FAN LIGHT ROUGH -IN 0 c� O O p 04 APEX 0 N rn N 03 N U- LL. � LIj —.1 tds J N true design studios Z O U U 9000 REGENCY SQUARE BLVD. C Q SUITE 100, JACKSONVILLE, FL 32211 O_ O O W cy Cn O'BOHOMON a a'0i � a f J m W � s C% Cn ?- N Z W W O O O rn ti d' u7 a w Z 1i1 LL W w Z U) z W Z) LLJ 0 U) [Ilf LLJ W Q Q O 0 > m W o Z w^ w IJ Q2 w w i X LL. LL Z O Z QO I L LU w O 1-- Z O of 0- U LL. a w ABBOTT PARK Q O U LOT 012-03 Q 0 — ------ U Z Z U Q PROJECT NO W 0 w 2021.006616 U- O Z DRAWN: O U KME o LU CHKD: LO JBB U) W w CL Q Q U Q � m z o � W Q Z O' W C/) 2 (7 Q Z_ Z U) _O 05-17-2021 0 I— W U REVISIONS: LL. F— No. Description Date w U J _ Q }- U U) - Z Z _ O U w X w El 00 0. Q DocuSign Envelope ID: OOCCED92-FD82-41DF-136013-9A1B2DC65D17 DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE Nr)TFG 9 R A LEGEND Building Code Florida Building and Residential Codes , 7th Edition (2020) Code for Design Loads ANSI/ASCE 7-16 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 ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF WIND LOADING ................................................. Cd 1.60 ASCE 7-16, 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY.................................0 IN CATEGORY ..................................... BUILDING C GO 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 '/z" 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 ftZ +25.52 -27.94 +25.52 -32.17 101 - 200 ftZ +24.25 -26.67 +24.25 -29.64 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) Is qk 4.0 F 1 ST FLOOR (TYP) 1V F-END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS AInTFQ Z A p 0 STUCCO AND DIRECTLY MIN'%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6' 24/16 a = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE Q N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. ujuJP co co z U ALL OTHER VENEER MIN 15/3z' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL -� a- (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y O 6 TILE AND METAL ROOF MIN'%32' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND o = - 6" O.C. IN THE FIELD Lu 00 w MIN %6' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 m 0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: 1 T PANEL 12" O.C. IN THE FIELD OR MIN EXTERIOR GYPSUM COMMON: 3" O.C. A E /2 CEILING BOARD, FASTEN w/ 5d x 1 /8" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/32' CATEGORY, USE RSRS-03 NAILS. 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 REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. t5/2" 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 %s' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7, 15/2' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2" 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. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2-%" RSRS-03 0.131" 2-%z" 10d 0.131" 3" 10d COMMON 0,148" 3" 12d COMMON 0.148" 3-'/a" 16d SINKER 0.148" 3-'/:' 16d COMMON 11 0.162" 1 3-'/2' 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 REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/z" 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. 0 COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95 /o 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 CODE APPROVED PROVISIONS 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 TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. 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. 5. 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. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)%X 1 %" SDS SCREWS (8)'/:' x 1%" WS15-GC DTT2Z IN STUD %" 0 X 4'/z" WOOD SCREWS IN STUD (9) 10d COMMON (9) 1Od (NOTE 2) EMBED EPDXY OR DTB-TZ +/z 0 x 4%2" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/PIN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 1Od x 1 1/2"(7) MTW12 10d x 1 1/2"(NOTE 2) a8' 0 x 6" EMBED ANCHOR �8„ 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 W IN (26) 0.162" x 2 '/2' IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8' 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) 1Od COMMON 7te' 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 ''/2" IN TRUSS (7) 10d x 1 %" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %:' x 2 %" TITEN MSTAM36 WOOD FRAMING (5) '/:' x 2 '/:' TAPCON IN GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY (8) 10d x 1 %" IN TRUSS (9) 10d x 1 %" IN TRUSS (11) 10d x 1 '/z" IN (11) 10d x 1 %" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER (11) 10d x 1 '/z" IN HTW20 TRUSS/RAFTER (11) 1Od x 1 %" IN GROUTED BLOCK WALL GROUTED BLOCK WALL STUD STUD (12)10dx1'/2"IN (8)10dx1'/z"IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) §8" 0 x 7" EMBED EPDXY PAU44 fie, 0 x 7" EMBED EPDXY HTSM20 (12) 10d x 1 '/" IN HTWM20 (4) ++/:' x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/z" IN (5) 8d x 1'/z" IN ABU66 4 " 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 %" IN RT7AT (5) 8d x I %" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 1Od x 11/z" IN (5) 10d x 1'/z" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RTBA TRUSS HU28-2, (6) 10d COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM (5) 1Od x 1'/s" IN (5) 1Od x 1'/z" IN HUC28-2 HD28-21F TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 1Od COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER LUGT2 TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) %" x 2 %" TITEN (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS '/a" x 2 Yz" (12) WS25 %a" x 2'/z" (4)%" x 1 + " SDS SCREW 4 %" x 1'/i' 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 M." x 1 '/2' SCREWS (4) %" x 1 %2' WS15 SCREWS HGAM10KT IN TRUSS/RAFTER ' HGAM10KT IN TRUSS/ RAFTER (4)'Y," x 13/." WEDGE BOLT %: (4) x 2%" TITEN SCREWS OR EQUIVALENT IN L__i IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED 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'/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 '/:' 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. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. 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/" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 W BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 Y2" WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER 2 2 STUDS w 0 2 ANCHOR ►�- 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 '/z" ANCHOR @ 8'4" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE 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 1ST 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 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD DTT2Z 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 04 u7 N 00 4 O O N N co J LL W J J z 0 U O O W Z) 0 ❑ J m W Q fn U W W O O O O r et u7 I` LOADED CONDITIONS ABOVE 0 Z #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING 07 W NUMBER OF JACK STUDS EACH SIDE OF OPENING z D DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER 107 IY ENGINEERED LUMBER HEADER FRAMING KEYNOTE IW Ij (2) 9'/2' 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 Q ❑ NUMBER OF PLIES IN HEADER (1 %" 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. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 0 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 12- � 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST 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 w 0 • SPH w/ (12) 1Od x 1-'/z" @ 16" O.C. OR J • DSP w/ (14) 1Od x 1- 1/2" @ 16" O.C. OR LL • FASTEN TRUSS DIRECTLY TO HEADER wf MTS OR HTS w/ (14) 1Od x 1 '%" (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 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 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 Uj SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W TABLE 2304.10.1 12- 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 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. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. co 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM ❑ THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. LILI Z 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD } O O _J O z 2 U w I- x W 0- Q CMUIMETAL CONNECTOR ENGINEERING tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 N Q w ce LL J O cW W p � � Qo m W 0 0 J w w L.UI W x x a LL Z O LU d LL W ABBOTT PARK Q U) LOT 012-03 ❑ - W - I- Z O W PROJECT NO W ❑ 2021.006616 U_ -- - O DRAWN: KM E o U7 CHKD: MJP 0 �1n t NO w 11111111"I', LAN ♦, U) No 85166 � r r *• -Docy ignedby: - • e' (� F r' r 8 DA F43 ..�•/i�A . EGG// ' ` I (n `n ♦''�.S 0 �O N A� 05-17-2021 w REVISIONS: _ No. Description Date ~ ILL! Q U _ (A H z - O ST-1 I )ocuSign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 2020 V1.0 i� M 70'-0" 1'-4" 4 8'-0" 59'-10" A I z �1 I 1 -I • - — ■ ■ - I�� I o T-2.1. D I -4 I}--- I I Iwp I I A I 1025 6 OPT 64' U) g I I I I I F— - - -I - ■ ■ "v ■ - - - - - - - - - - - I \ I r- I I I I I■ 1 1/2" I I I 4 5 I■ I — ■ I 1 I I T-2.D T-2.101 - — - 00 I r------- - - - - — � I0,f I .4" I ...... ...... ..... ..... -... ....... ........... I I UNDER DOOR ■ 1 I ---� 4 I T-2.D - I � I _ 4-71/2 — _ —4'=6— — *2'_1 — — — — — —11-5 _ _ _ _ I 2'-4 1 /2" 9 1 /2" 20'-8 1 /2" I T-2.D I I I 4 � - - T-2.D 29'-6" 5'-0" J. 14'-0" ■I I 1 - I o �I ML — — — — — — — — — — — — — — — — — — — — — — — — — — J _,\_ . -- - VERIFY AC COND LOCATION W/ SITE PLAN T-0" 1'-0' FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 011 L - _ 4 5 T-2.D T-2.11) I ■ I■ — — — — — — — — — — — — — -I -v 00 N 5 I SIM 9" CURB I T-2.D VERIFY AC COND o LOCATION W/ SITE PLAN 3'-0" 70'-0" GENERAL FOUNDATION NOTES: E a • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O } HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O 0 • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS � ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND APEX C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N -� COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O (D • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O 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 N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. cM • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE - INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL SECTIONS.td LL. J S s • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL a) RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J a) SHEET ST-2D. true design studios Z O U) Y FOUNDATION KEYNOTES: DC1 Q 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX O EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN LU C J 16"SQx12" DEEP FTG �� 24"SQx20" DEEP FTGa) _- 01,109ON' w/ (3) #4 EW fA I E 1 1 30"SQx20" DEEP FTG J 36"SQx20" DEEP FTG > � �p w/ (4) #4 EW w/ (4) #4 EW +' l GJ48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W - w/ (5) #4 EW, T&B NOTES ON ST-1 Q Q u 1 1/2" SLAB EXTENSION AT FULL ROUGH U) OPENING WIDTH } N Z w W w O O O NOTE TO CONTRACTOR... DR HORTON DOES NOT ALLOW FIBERMESH AS AN r >= ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET u a � BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z W ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT MANUFACTURER AND DR HORTON. U U — w L.L Z U) Z W m Uj O w w p w O z > w LU w o o Q J LU � LU U LU d• J X z Z O Z O w W O H Z O Q- U LL p w ABBOTT PARK Q O U- LOT 012-03 W w _ _Z Z } O co W r 1 AO�� O PROJECT NO. w J 2021.006616 0 O w Z O DRAWN: -- U KME o 0 CHKD: Uj U') MJP U) w w d J Q Q QU ill��iIn m ,`�� �••\ \ C E N sc, R ���� Z No 85166 Uj Q Z � .�*I • DocySignad by: ' L4,T6PDAQFF435 Lij Q•O R G � Z_ Z �';� S�0 N A1- U) _O 05-17-2021 H w REVISIONS: L m Q No. Description Date w U SANITARY ISOMETRIC o - --- z z — - O = o U W H x ST=2 w a Q CMU/METAL CONNECTOR ENGINEERING I)ocuSlgn Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU MIN. 3" EDC STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVET FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION. 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. :o: D � D D EXISTING FOUNDATION D � C D D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH —d — — — — — — (MAX 20" ° 4 ° ° e I DEEP) 4" /K 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH n VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL 8" CMU CHAIR BLOCK W/ (1) #5 ---\ CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MONO LITHIC SLAB MIN 24" LAP ) DEGREE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF ° OR FIBER MESH � � ° ° 4 << A a #4OR#5 O , , ; ° REINFORCING PER Z a ° MONOLITHIC FOOTING M d� SECTION °° ° ° ° ° FOOTING TO BEAR ON FIRM • °, ° UNDISTURBED SOIL MINI 12" °• LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHW TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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. — — — — — — — LJ J Q � O VAPOR BAR RIER wo x #4 OR #5 VERT REINFORCING/ //\\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.\�/� �/ - f /\/ z/ , FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR `\/ //�\ \ #5 IN BRICK LEDGE UNDISTURBED SOIL 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 > #4 OR #5 VERT REINFORCING - UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. I FOOTING TO BEAR ON FIRM ' UNDISTURBED SOIL -- ADDITIONAL 44 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 07 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. FINISH GRADE (1) #4 OR #5 CONT:- VARIES PER 36" MAX ARCH PLANS 12" IN \` 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90' BEND @ 48" O.C. d ° ° VAPOR BARRIER FOOTING TO BEAR ON FIRM _�' • \ UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT I 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 'NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE 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-O" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING VAPOR BARRIER n n SEE NOTES (MAX 16") U 6 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" rn 0 N go/\ ALL OTHER EXTERIOR WALL CLADDING - MIN 8", U.N.O. ON ARCH O O - p \//\\\�\\�/\�� � PEX0 12" MIN / CV U FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN � N M 12" UNDER 1 STORY WALL w/ IIII (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 _ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ W tds (2) #5 OR (3) #4 CONTINUOUS J z true design studios MONOLITHIC FOOTING SECTION 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Y 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 O PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O O .- CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR w C FIBERMESH RRN CO) a ° 00 16" VAPOR BARRIER Q ►-• 3 BEARING WALL FOOTING SECTION Z w w CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR O FIBERMESH O - 0'-0" A.F.F. O ° SEE ARCH a \° DETAILS ° a ti 8" M I N \\, Z w 8"x8" THICKENED 8" U) W U_ FTG AT w STEP-DOWN, SEE VAPOR BARRIER Z PLAN W J Z w 4 CURB STEP SECTION m Uj O U) - w p G 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z w M w Q Q _� -- -- - W o 6x6W1.4xW1.4WWF 1 w W OR FIBERMESH VARIES j Q W t SEE ARCH a ° (MAX 16") w 0 X /Xxxx12" M I N\\/\� Z 0 Z VAPOR BARRIER \/� ° n ///j // O \\ W 6" OPT, EXTENSION IN BRICK 0 H LOCATIONS ON FND PLAN d Z 12" UNDER 1 STORY WALL w/ O i1 (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 w (2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK Q GARAGE EXT WALL CURB SECTION U_ - 0 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 012-03 w 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 C7 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. U' PROJECT NO W CONCRETE SLAB W/ 6x6 O 2021.006616 LL W1.4 x W1.4 WWF OR O 0 FIBERMESH Z DRAWN: 0'-0" A.F.F. SEE ARCH = KME (MAX 20" O 4 ° n DEEP) F CHKD: \ 4 ° e (i1 \//\\//\\ \ o — — — w MJP w \/\ a • e 4" w J 4" EXTENSION X U UNDER BRICK VENEER < ``����N LA,�� U) 12" UNDER 1 STORY WALL } ���J5• C,E N N/:�'�,��i w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER Q ` .' �,� `SF % >Z_ 16" UNDER 2 STORY WALL No 85166 > W W/ (3) #4 OR (2) #5 CONT Z 'k =• Doe igned by: •' * _ BEARING CURB STEP SECTION �'•.-3F46}4DA�°OEFa35,''444/ 1/ TYPICAL REINFORCING FARS AT OOTING,, S EKENED PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I IL— — — — — — — — — -- rHOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Z �''� S��NA1 %% .%%% 3: O 05-17-2021 Q I' W U REVISIONS: _ LL - - - Q No. Descri_p_tion Date w U) J O f-- O Z Z- - - -- — Q = o W H X W ST=2mD 11 Q CMUIMETAL CONNECTOR ENGINEERING )ocuSign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. RL 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" • 8U LINTELS MAY BE FILLED OR UNFILLED. w O • 8F LINTELS SHALL BE FILLED. O 04 • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. L? • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. N O • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. -4 O • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE rn • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS CV MASONRY LEGEND CC i NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN — - - -- _ J LL N INDICATES GROUT FILLED CELL WITH NO REINFORCING w _J J ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 5; 30" LAP REQUIRED, TYP AS SHOWN z O Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM U) 30" LAP REQUIRED, TYP AS SHOWN U ❑ 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 w FRAMING KEY NOTES (CM U) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > rn 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N OPENINGS. —i m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN w W LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP a PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. C< 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. z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH w FLOOR DECK TO SW DBL TOP PLATE W/ 1 Od @ 3" O.C. W 4. HIGH UPLIFT CONNECTION: w • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. O O • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. � (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) V7 FASTEN EVERY STUD -TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. b • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z 5. FASTEN EACH BEAM TO MASONRY W/ META12 ((f) w - - -- - - - z U) 00 w w z w a O LL O i= a O Il O U a 0 w_ O J LL ¢ U z 0 0 O z LINTEL SCHEDULE w LINTEL N0. CLEAR SPAN LINTEL DESCRIPTION COMMENTS PRESTRESSED GARAGE L-1 16'-0" 8F-1-32 DOOR L-2 3'-0" 8U8 -_ L-3 2'-0" 8U8 L-4 6'-0" 8 F-16 -- L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH L-6 9'4" 8F-16 REAR PORCH L-7 11'-8" 8F-16 8F-12 REAR PORCH FRONT PORCH (_ELEV A) L-8 4'-8" L-9 - 4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) C� O J O z 2 U w X w a a CMUIMETAL CONNECTOR ENGINEERING APEX t d a 1✓ t true design studios j 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 tm Q U) � LLW .j o LU u p Q 2 o 00001 o LLI ¢ 0 J LV w W LU x X LL Q O 0 w z IZ LL w ABBOTT PARK Q U LOT 012-03 0 w I— ¢ z 0 (n PROJECT NO W 0 2021.006616 U_ — — O DRAWN: KME 8 O CHKD: U') MJP U) w J U ,,,`tltt111111���', M LAN�, U) J5I No 85166 * Doc gnodby: L4T69DAQFF435 ,,'•/�� 00 '.��'•. ( 0 R p P' ♦ �.` Vf(nnn z ttttt a 05-17-2021 0 w REVISIONS: UJI No. Description Date ~ -- - w J U U) z 0 ST=3 )ocuSign Envelope ID: OOCCED92-FD8241DF-BBOB-9A1B2DCB5D17 Itl1lt�Y Lel,WI.WI & I II 9 1 st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES g SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > BY BUILDER o UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, `li ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING 0 TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. 0 • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR N LO TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES 000 • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. 0 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. 0 • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT 04 CONNECTOR. N • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. co • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO —� RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL O.C. SPACING I 12" 16" 24" fi RAFTER SPAN SCHEDULE -j LUMBER SIZE Z 0 2x6 2x8 2x10 2x12 23'-9" 26'-0" Y 15'-5" 19'-11" 13'4" U 17'-3" 20'-7" 22'-0" 10'-11" 14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP 0 O CEILING JOIST SPAN SCHEDULE _ -- - — — W LUMBER SIZE F- U) 2x4 2x6 2x8 2x10 12'-5" 19'-6" 25'4" 26-0" 23'4" 26 4' 11'-3" 17'-8" J m 9'-10" _ 15'-6" 20'-1" 23'-11" W 10 L.L_/5 D_L_#2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q Z) 0 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. }- U 2. TYPICAL BEARING BLOCK Z • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO w iD MATCH DIMENSION OF TRUSS MEMBER. w • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 0 O 3. LEDGER FRAMING NOTES 0 rn • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS rl� AT EVERY SUPPORT WITH FASTENING SHOWN BELOW Nr (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 Z LOCATIONS ON PLAN 6o U) • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER w PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL ((n FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. 00 ROOF FRAMING LEDGER TO WOOD: IY W 2x6...................................(4) 12d COMMON w 2x8...................................(6) 12d COMMON Z 2x10.................................(8) 12d COMMON 202.................................(10) 12d COMMON Z w LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q PT 2x6.......(2) ROWS %d" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %d" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %d" Q @ 8" O.C. STAGGERED 0 PT 2x12.....(2) ROWS %d" 0 @ 6" O.C. STAGGERED LL Z FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): O 2x6...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON O 0 202.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W( SCREWS): O PT 2x6...................................(3) 'W x 4-'/i' LONG #14 WOOD SCREWS U PT 2x8...................................(5) %" x 4-W LONG #14 WOOD SCREWS Q PT 2x10.................................(7)'/:' x 4-'/2' LONG #14 WOOD SCREWS — PT 2x12.................................(9) 'W x 4-'/s" LONG #14 WOOD SCREWS O J 4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LL BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF U Z THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION �- C� 0 J 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O STAGGERED Z • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 2 U w x w Q x m 0 Z O w Q O H ILL } (D O .J O Z U LU H x w a E O v O O APEX tds -6 Q L true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Cn O II ' cn IftsHOMN' =3 � c► . r Q w LL J O W cis a Ill- 2 Q o m W 0 0 w w LLl W ti x LL 0 w H Z w LL w ABBOTT PARK U U) LOT 012-03 0 w H Z C� G7 PROJECT NO w 2021.006616 0 LL -- --- — O DRAWN: KME 0 CHKD: Ui MJP U) w J Q U %% ( IN LqN .��% G•E N ��i9 SF•. .� Z_ No 85166 * • DocyDAQFd35,•Slpntd by: 0 ' O •• L4Trx0�� (n � rn .• �0 N AC E� %%%'` 05-17-2021 Q w REVISIONS: No. Description Date ~ ---- w _l _ a O Z O ST=3A CMU/METAL CONNECTOR ENGINEERING locuSign Envelope ID: OOCCED92-FD8241DF-BBOB-9A1B2DCB5D17 TRUSS TO TOP PLATE, MOISTURE BARRIER--/ UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO --/ W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 ti " IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1 (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (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. Y2" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/2' WEDGE BOLT W/ MIN 4'/2' EMBED W/ WASHER @ MAX 48" O.C. II 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 30" 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) TYf ROOF -TO' CONNEC 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 1V32' 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. FASCIA (SEE ARCHITECTURAL) 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) 1 Od x 1 IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLOCATIOI INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY U 6 N 0 N (CORNERS 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS 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)1 Od 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. STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH 3/4" OR 11/4' PER MANUF. 3" 5" 11/2 3/4 37 6 5„ 115/ fi 3 3/4" 3 3/4" 6„ 2 %4, 33/4" TYPICAL DOORAMNDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) E O U O O APEX ' p CID O O I N Q ca N co `. J LL w tds C, s J true design studios N O U Q 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 c o O O to w H 041H09ON' m w Q 0 U Z W 0 W Of O O O O I` LO u7 I` O Q U) Z l co W J i�� Z U) Z W m Uj O U) w w Q Q O z 0 > Q Z m w 0 w LUqcz O X `- LL LL Z a T11- 0 Z F- O Q 0 w W O I-_ CL z O a� U LL p W ABBOTT PARK Q O U J U) LL. LOT 012-03 0 w z Z O U) OPROJECT NO. W J 2021.006616 ILL. Z DRAWN: — O U KME o CHKD: L0 MJP X W W a J Q Q U C� EN' 4Z Z W � No 85166 Z —Doe ignedby: O r TC i 4HQF ~ OR N cLli Z �''Sis �0 N Al ��, �`�` Q� O 05-17-2021 p I-= w U Lo REVISIONS: Q No. Description Date W (n J >- U (� U) O F— z z = O U � w H X ST=5 w rl Q CMU/METAL CONNECTOR ENGINEERING URRA A_ L 1 I I R )ocuSign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 MOISTURE BARRIER BY OTHERS UPLIFT CONNECTION PER TYPICAL WALL SECTION 1 TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; \ A o SHEET STA (PORCH -- - CEILING BOARD) N TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) TRUSS TO TOP PLT W/ H2.5T OR RT7AT I SHEATHING TO TOP PLATE W/ 8d COMMON @ 3" O.C. FULLY SHEATH KNEEWALL PER TABLE 2-.---\ WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS • MIN 2x4 NO.2 SYP PT PLATE BETWEEN TRUSSES W/ (3) 10d TOENAILS EACH END & MINIMUM (2')z" ❑ x 6" EMBED DRILL AND EPDXY ANCHOR W/ NUT & WASHER EACH PLATE SEGMENT WITHIN 6" OF END 2x4 No.2 SYP PT PLATE CONTINUOUS W/" x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT & WASHER @ 24" O.C. PLT ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN FASTEN 2x4 NO.2 SYP NAILERS TO SOLID FRAMING W/ (3) 0.131"xY RING SHANK AT 16" O.0 CRICKET BY BUILDER PLT HGT TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 SHEATHING TO PT PLATE -� IN TRUSS W/ 8d COMMON @ Y O.C. IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION l HEIGHT, BUILD UP PER THE FOLLOWING DETAIL KW5 WOOD KN� ALL OVER MASONRY BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) TOE -NAIL MIN 2x4 N0.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMM NS EACH END ROOF DECK FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE7,- 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. F. F. ABOVE F.F.E. TOP OF GARAGE DOOR 6-1" ABOVE F.F.E. ABOVE F.F.E.F.F. FLOF OPENING 2x6x12 CENTE 46" DIA. ANCHO 2x4 PT TOP 2x6 PT BUCK EACH SIDE OF OPENING 2'-9" ABOVE F.F.E. -- PROVIDE (5) ,18' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/z' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/z" x 416" 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) RAFTER TO NAILER W/ TOP OF MIN (4) 8D COMMON CURB TOE NAIL 2x4 NO.2 SYP AT 24" O.C. F.F.E. FASTENED TOGETHER WITH (4) 8D COMMON. GARAGE DOOR JAMB DETAIL D1 SHED ROOF DETAIL FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 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 PROVIDE PANEL OUTLOOKERS. FASTEN EACH EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d NON -DROPPED GABLE COMMON @ 3" O.C. i— GABLE TRUSS 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 WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING 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) / HGAM10) 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. v o � v PRE -CAST LINTEL PER PLAN FILL BOTH LINTELS SOLID LJ W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN - - MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL - = F =-- -----_ I I I _- —f_--- I I I I I I I � I I II I I I I I I I I I I I I I I I I I PRECAST LINTEL SEE SEE PLAN PLAN I I I I I EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS I I I SHOWN. I ! I TOP OF 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 NO. 5 DOWEL TO MATCH EACH SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND AT BOTTOM. CONCRETE FOUNDATION WORK PER PLAN I I I I -I— I I - — I / \ I I I \ \ K \ / / I I I \ \ GARAGE SHEAR PIER w J 0 W U In W W In TRUSSES NEEDING BRACING O U O } O p APEX -C 09 N d' '% O a) Q) Q ca I BE `- :CE N 4000 cCi LJ W t d s Q J J true design studios � > Z O U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES a suITEloo,JACKsoNviLLE,FL32211 Nj � 01 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O '6 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY •- CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. w C 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS I-_ cr NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). N A 0,1HOOO1. 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. :3 T" 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 J6" MAX TO EACH FACE OF WEB. • )ND BEAM :INFORCEMENT E-E WALL SECTION) FILL SOLID TO BOND BEAM CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE Q WEB MEMBER SPECIFIED ALTERNATE BRACING = _ L SIZE CLR T OR L SCAB Q 2x4 1 ROW 2x4 (1)2x4 i' a)2x4 2 ROWS 2x6 (2)2x4" Z _ 2x6 1 ROW 2x4 0 )2x6 LU 2x6 2 ROWS 2x6 (2)2x4' 0 -- - - - -- 2x8 1 ROW 2x6 (1)2x8 w 2x8 2 ROWS 2x6 (2)2x6" -- .. O O SINGLE TRUSS BRACING qql 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO ti RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ) ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z V 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR w SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (n _ Lr� 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND w GRADE AS WEB TO BE BRACED. LL 8 F - DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) I r COURSING BELOW BOND CTBEAM MAY BE FILLED OR UNFILLED 0 0 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 J z LU m Uj O co LU LU Qw Q >O Z w M W W 0 Q w W w Cif O X LL Z Q LL e- z O BOND BEAM Z O ' REINFORCEMENT LLI LU (SEE WALL SECTION) p Z o uJ 7 - : FILL SOLID TO BOND BEAM O 4. W a LU LINTEL REINFORCEMENT � ABBOTT PARK Q U o LOT 012-03 8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" a LU U H #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND Z Z BEARING AT EACH END }. GROUT FILLED LINTEL ASSEMBLY PROJECT NO w 8" PRECAST LINTEL. SEE PLAN. 0 2021.006616 Z O 8F1-#-# DRAWN: KME o CHKD MJP X LU w CL a J a a %,�llllilll/���� U In .,�����5" \N LAN/�. (n 0 W � No 85166 .. ' * ••—DocySipnedby: •• Q dZ O =-p: • • w�� Q 3f�6 DACb F435. /�� i '� '.0 0RIOP�.`` (n (7 z '; '9 /0 % Z N A- E� O 05-17-2021 0 H w U REVISIONS: co TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w (n J - - - — U) OJ-- - - - - -- -- - O O Z Z O = o U w x ST=6 w a. a CMU/METAL CONNECTOR ENGINEERING