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HomeMy WebLinkAbout38387 Springhead LnDocuSign Envelope ID: E63lB9FE-6304-4D2E-AC9245D1657A06BB DRAWING INDEX ARCHITECTURAL SHEET NO. 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. 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 ST-7 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION A Abbott Park, ELECTRICAL SHEET NO. ISHEET NAME E100 1st LEVEL ELECTRICAL PLAN LOT 009=04=113I 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 12034S F_ - UNCONDITIONEAREA Garage 459 SF Entry Lanai 28 SF 218 SF 705 SF Grand total 2739 SF VOLUMES 1st Flaar 18982 CF - Grand total 18982 CF ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, P \IQ THE CITY OF ZEPHYRHILLS a,DINANCES CITY OF: zEPMYA "LAN EXAMINER O U O ? O 0 N � 0 APEX U N M � 0 J � U_ L W tds J -6 J � true design studios z O U) Y 9000 REGENCY SQUARE BLVD. N Q SUITE 100, JACKSONVILLE, FL 32211 'j O_ o o � cn w _c w a 0,11HO90N J ' J m w U 0 z w C� W O O O a7 t: u7 o a � z w U Q_ U) � w J z w w UJ O c� LU QW z _ z o Q w w w w w o ti X U. O 0 ■LL w J 0 0 w Z C7 w 0 U_ -O 0 O L0 U) W ■ J Q 0 C7 z_ Q 0 rJ7 z 0 ■ W (n w ,J 2 W U U) O z ■ 0 ] 40 0, Q 0 w O J Q U z r� Q PROJECT O J z DRAWN: U LU H CHKD: w d � Q Q m W O W z U) O H Abbott Park LOT 009-04-1 B 2021.012600 We JAC 11-01-2021 0 REVISIONS: QNo. Description Date O - - J O z w I— x w 0000 CL Q Q DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB ■�i ��wuL,.u��u,uu� siura.. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE METER MAIN DISC. 150 OR 200 AMP N.T.S. Footer Re -Bar (sized according to foundation plan) s 4, #4 awg CU bare w/ 10' stubbed outside of slab at service o location. Connect to footer steel w/ (2) ground clamps 5' apart UFER GROUND DETAIL N.T.S. 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. /_1 A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER UNDGND - - #8 COPPER TO RANGE SERV. BY POWER CO. #6 COPPER TO HVAC #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 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 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 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 ABBREVIATIONS LEGEND 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 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 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 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 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 R309.1 GARAGE AND CARPORT FLOOR SURFACE AREAS USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY DOORWAY • 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 E r U o > o p APEX C_ 0 N rn a (V co J � LL -C -C tds J J-6 � true design studios Z O U U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 O_ O � o .- W � F- e 11HOMON v o i W � Q r� Z W 0 W w 0 0 0 rn ti L0 >M ti O C) Z9 CD L U w w W Z m 111 O U) Ir QW w Z Q O 0 > 0 Q Z W W J w W CK W W ti O X J - Z a Z Z O O F- 0W O !1 Z O U LL, � W Abbott Park Q O U J u- LOT 009-04-1 B o w Z Z — (7 OPROJECT NO: U) Q J 2021.012600 LL O Z = DRAWN: CD o U o LU CHKD: 47 x JAC co w w Q Q U X Q (n Z m 0 W Z 3 0 O w O Z Z U) p 11-01-2021 t= w U REVISIONS: t.i- - No. Description Date w � J — Q }- U O ~O O Z Z --- - 2 � U W F- X w AOOO d Q . 1_._-.._-_.-_. _ L _ DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-4501657A06BB FLOOR PLAN KEY NOTES VERIFY AC COND N LOCATION 0o W/ SITE PLAN Vt to W N V1 00 O N IT 70'-0" �. 17'-8" 5'-8" 5'-10 1 /2" 5'-3 1 /2" 1 V-4" 2'4" 21'-6" _ 31'-10" 11'-4" 26'-10" BEDROOM 1 9'-4" CLG f OUTDOOR LIVING 9'-4" CLG l'-4" cV bo 19 �n I I I I 3010 FX TEMP I 8' - 0" H.H. 1S&1R ----. 9'-4" CLG =r-- 120 4t o 36 x60 4I 9,WICG � 101 21068 21068 12 II M III p > 00 I � � O BATH 1 MMM mid 2106 9'-4" CLG Z I I O N M WIC -1 9'-4" CLG 106 - ._..._ I O I I O .-------------- v N / M 21068 4'-10" o 1 M 00w 000 ~ 12'-4" DINING N = 9'-4" CLG 0 0 m N 00 3052 SH TEMP EGRESS 8' - 0" H.H. 00 lD 0 LAUNDRY-- ^' 12'-2" 8'-2" 9'-4" CLG 0 0 101 cD GREAT ROOM 9'-4" CLG 2020 FX -f' 2020 FX 2020 FX 8' - 0" H.H. H8 8' - 0" H.H. 8' - 0" H.H. 2'-8" T-6" 3'-4"—Vic_..... 21'-2" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" T-5" 4'-3" 2'-2" 1 I I - � I 108 - I — — — — — — — — 00 101 OO° 2111 130 142 --- 1 KITCHEN 9'-4" CLG (V 143 PANTRY = - 9'-4" CLG m _ N 140 Q Q 3 SHS F 25'-2" 5'-0" �1 1 6-10" VERIFY AC COND LOCATION W/ SITE PLAN GARAGE 00 FOYER N ENTRY1 o 9'-4" CLG CLGI II 13'-6" 17"I \ _m 4'-6" ZN 6'-0" I I, 5'-0" IT 3 SHS `V O 3 SHS N BED 3 BATH 2 BEDROOM 2 9'-4" CLG 9'-4" CLG i 9'-4" CLG qT t 101 M I 00 -1 00 c N IV) NI N ' M. I I ih 123 ` 3052 SH TEMP EGRESS 8' - 0" H.H. 11'-2" 59'-10" 25'-2" 1 /2" - 5'-3 1 /2" 10" . 2'-4" 11'-8" Ln Ln � S (D = W N o Lnn o0 O M Ln Uj W L _ W = O V) fV 0 V1 0 O M oIT z N �E v O 00 ;;T ;t iD M (SEE SHEETA000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101- 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 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 W 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 E O o a O 0 lr-: APEX75 00 N o ai O t cc N cCizzz J � LL LLI tds J � true design studies Z O U 9000 REGENCY SQUARE BLVD. < SUITE 100, JACKSONVILLE, FL 32211 cn O O � va w F- 014HOMON, N J6awhe 1 m LU !Y 0 C Q Z w W w O O O O ti LO ti Z >= vJ � 9 � W w W .J z W LLI O U)m w w (� Z 0 ¢ w W o o inJ W 2 W W O J X LL LL Z Z O O w O F- Z O o U LL Q w oAbbott Park v co LL LOT 009-04-1 B ¢ o --_. U Z Z 0 OPROJECT w w NO: -1 O 2021.012600 LL LL Z U DRAWN: -- - CD — O LU o CHKD: �— JAC W w tl ¢ Q U Cn W 0000 Z W Z ¢ O� Cw G rCr/n� V ¢ Z Z ¢ p 11-01-2021 0 I— w U REVISIONS: U- -- H ¢ No. Description Date w - ¢ }- U U) O I- z -- Z = O U w x A110 w a DocuSign Envelope ID- E631B9FE-63044D2E-AC92-45Dl657AO6BB RIGHT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" ___ _ROOF VENTILATION _ VENT VENT PROP PROP Area HIGH LOW # RATIO HIGH LINEAL FT LOW - - - - 2738 SF 657 in2 657 in2 4 144 576 160 1470.4 RIDGE 5:12 �1L- ROOF PLAN - ELEV A & AS 1/8" = V-0" WHEN PRINTED ON 22"x34" RIDGE 5:12 12 5 1st LEVEL BRG 1st LEVEL BRG _ >------------9' 1st LEVEL BRG ------------9 -4 1 LEVEL F F LE E F E 1 LEVEL F E 1st 1st __—_____—_---____"-{'ham __ 11 ___ _, —_ __—__—__—__—__ 1st LEVEL FIFE 0 -0 0'-0 0 -0 LEFT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"04" 8" (TYP at ABLE END) 12 5 1st LEVEL BRG _ _ 1st LEVEL BRG a o, F __�J L 1st LEVEL FFE 1st LEVEL FFE _ _ o,„---- o' - 0" REAR ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT�AFF) _ _ 1 T - 11 sLEVEL 4" L� 1st r4---------__—__— -� 1st LEVEL FFE�=on------------------- FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" —3068 w/ 3010 TRANSOM ABV 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 A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 71W (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL N CTURA DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD 1 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 225 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2" k TRI M - 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 "x TRIM -SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 266 - 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'-0" A.F.F. U.N.O. HEIGHT IABV GRADS _ BUILDING HEIGHT LAFF - - - - - - - - - - - 18' - 7 7/8" 17' - 11 7/88" 1st LEVEL BRGG _91-4n — 21 606" J 260 2" OVER 40" (+1" PROJ) SLP TOP CN ________1st LEVEL FIFE 0 U 0 O O APEX co U' Q). CD cu' cis' T N _j LL �, U.1 tds J true design studios N z rOr^ VJ Y 9000 REGENCY SQUARE BLVD. OI Q SUITE 100, JACKSONVILLE, FL 32211 oil O_I O 4- w 011HOMON' J r / m W ..� C U z W 0 W w O O O rn U-) r` >111111111 - o a w Z w m LU O cn LU LU Q w o z M > Q `� w W w w o � � w o d. w � X LL z a O z O Q 0 O F- a. z o a U W o w cr. Abbott Park O U J co LIL LOT 009-04-1 B o <t w �- U Q z_ z } U C� C/) O PROJECT NO: w J 2021.012600 O w DRAWN: ----- -- O U CD o wCHKD: U') JAC (Al w w Q U x m } c� m z>_ w> z O � w Q z z QQ O_ 11-01-2021 Q F— w U REVISIONS: LL. Q No. Description Date-1~ w (� J Q O H z z = O U w x w A200 0_ Q DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657AO6BB 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 � ROOF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS _2_ A400 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING VARIES (RE: �12 ELEVATION) I J '��j�j...��. .j.j.j�j��:j�jINSULATION PER CODE 1 " 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 TYP ONE-STORY WALL SECTION INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD GOOF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS §$" THICK STUCCO FINISH - TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) SCALE: 1" = 1'-0" VARIES (RE: 12 ELEVATION) F ►�%�I INSULATION PER CODE �" 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 Al10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" ° 4 A ° ° -- INSTALL VAPOR BARRIER ° - IN ACCORDANCE WITH Q — - — ASTM E 1643-98 III FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) 1 TYP ONE-STORY WALL SECTION A400 SCALE: 1 " = 1'-0" O O N V7 N 00 ,4. O a� N N c) J IL L J J_ > z O Y C 0 w H 0 U) 0 J m w C� W U z w 0 w 0 0 0 rn ti u7 ti O z co co w z m w w z z w O U_ O O n. O U 0 0 w U z (D O z U w w a X m w z O w z U) O i= I— U IL U) 0 O O z U w H X w d O U ET APEX _01c 0 '000'.\ tds1� true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 (D U) W W U) 2 O 0 w w LjL w X z O 0 - w z a LL w J U U) w PROJECT NO: DRAWN: MJP o CHKD: U_ TSD O 0 0 LO U) w z 0 (J z REVISIONS: No. Description Date -- w -- w w J ¢ - U A400 z O 0 DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB LO WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFM/ALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® 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 ROOFIWALL SCREED x x x x 5x5 WALL FLASHING x x 1 <V LU _ 0 Zw a2 „001 x x KICK -OUT x x x FLASHING x (SEE DETAIL) FELT UND Y y�` WATER TIGHT SEAL (BEND OR SOLDER, DO NOT T) SHINGLE ROOFING 1L 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 MANUR SPECS; BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALL 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 z I \ I \ /- - + 7 j 2x SUB-BAND\W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK \ 1 DRIP EDGE �—------- -�I �� 1\ 7/8" TEXTURED \ FINISH @ WOOI\TEXTURED FINISH @ CMU 1 1/8" Fv • / \ I METAL FASC� WRAP\ Y8" FROM \ STUCCOI, j FROM W&D WALL \ EXTE,btIOR WALL \ \ I L _�Fft'AME OR CMU) \ \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) OA ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6%8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 1 "x4" NOTCH @ ENC METAL WRAP FASCIA 2x6 SUB B/ DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'I 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 (CD- WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK 'ROOF CEMENT @ ROOF EDGE OMITTED FOR ;,LARITY AIL 0, WALL W1 KICK -OUT SUB BAND DETAIL 6@ WALL SCALE: N.T.S. O O (V u7 E T_ O 0 U 0 O APEX0 � U N ( co (U J Q U- W J J z >D O -� U) Y Qtrue design studios O O w 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 cn _O U 4-1 J a m e U' DaRsHOMON a � U z W W O O O O i r• LO O z cn U) W z �) vw (n m cc W z W ♦�//�� vJ z W C c Q O w O 0 U- W O W Q ~ O� o w O Q_ of O ti j< Q o �- z O J O � W W Q z U z a - L_ 0 _ W J Q z = LU U W W PROJECT NO: Q z X 0 w DRAWN: — MJP w X CHKD: 0 TSD p � o O UA W (A W O a W 0 z 0 0 z _O Q H Q I-- U ' LL Q 0 z REVISIONS: O No. Description Date O - W z U)_ W U - 1: W W X Q LLI - U Q (n O A500 z 0 0 DocuSign Envelope ID: E63lB9FE-6304-4D2E-AC9245D1657A06BB 1/2" (MIN) STL FINISH TEXTL PER COMMUI SPECIFCATIC FLANGE CASI BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) U) z 0 VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. 1z" GYP BRD OVER J I PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLID TOP INSTALLED PER FURRING STRIPS MFR WRITTEN SPECS (RE: at CMU WALL (TYP) — ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) PT 1x WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW HEAD at CMU SCALE: 1 y2" = 1'-0" PRE -FORMED CONTROL \ JOINT W/ STRIP LATH 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER • -k�: `• ;� CONTROL JOINT (CLEAN - -` — MASONRY BEFORE APPLYING) �T f -4 CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. 2 1/2" CORNER BEAD (FASTENER & SPACING at 7"O. C. ) ;MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) WOOD BLOCKING - PT 1x WOOD BUC SHIM AS NEEDED SCALE: N.T.S. ` CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) PRE -SHAPED STUCCO BAND W/ INSTALLED PER MFR WRITTEN SPECS (RE: ELEV) SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 ti2" = V-0" STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI 7" FLASI DO NOT CA -- SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD < Q v SIDING TO STUCCO FRAME TO BLOCK �" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) CMU STEMWALL W/ %" STUCCO FINISH (RE: STRUCTURAL) ELECTRIC ME' FIELD VERIFY LOCATION AREA TO RECL,. STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL'2" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. WD SHE (RE: STR INISH COATING OVER PRIMED HREE COAT STUCCO FINISH 8' NOM) OVER GALV MTL LATH VER 15# FELT OVER APPROVED DUSEWRAP ASTEN TO WD STRUCTURAL IEMBER at 7" O.C. MAX TO 48' MID -WALL JEEP SCREED (V "2 J WIDE STRIP SELF ADHESIVE 'LASHING, CLEAN MASONRY IEFORE APPLYING /2" (MIN) STUCCO FINISH 'EXTURED PER COMMUNITY >PECIFCATIONS STUCCO WD SHEATHING (RE: STRUCT) )NE (1) 3 ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. /— FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP �— OVER NAILING FLANGE v MTL DRIP FLASHING W/ HEMMED EDGE SET IN CONT BEAD OF SEALANT TRIM (RE: ELEVATION) EXTEND 12" SELF -ADHERING MEMBRANE FLASHING OVER WINDOW FLANGE SET IN CONT BEAD OF SEALANT VINYL FLANGE CASING BEAD INSTALLED PER MFR WRITTEN SPECS (TYP) �— 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK SCALE: N.T.S. CMU WALL W/ CMU LINTEL 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) (RE: STRUCTURAL) GYP BRD OVER GYP BRD OVER 1x2 TREATED 1x2 TREATED FURRING STRIPS FURRING STRIPS at CMU WALL (TYP) CONTINUOUS BEAD at CMU WALL (TYP) CONTINUOUS BEAD OF SEALANT OF SEALANT PT 1 x4 PT 1 x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- FLUID APPLIED PT 2x4 FRAME7 FLUID APPLIED PT 2x4 FRAME ANCHOR FLASHING (CLEAN ANCHOR FLASHING (CLEAN SHIM AS NEEDED SHIM AS NEEDED gMpApS�OyNNRGY,BEFORE METALI DOOR FRAME gqM��AppS��OyyNNRGY�BEFORE METALI DOOR FRAME INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR WINDOW SILL at CMU DOOR HEAD at CMU SCALE: 1 ti2" = 1'-0" SCALE: 1 y2" = V-0" DOOR JAMB at CMU SCALE: 1 y2" = 1'-0" O O 04 LO E O 0 U � g 0 O A PEX CNI � U N M q�j J � LL W J Z O -C U) tds Y .Q Qtrue design studios 4D O O LU LU 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 Ci O — C J CY Ln LLJ DIHOMN' N Z W W (D C) O O O O r-i - LO I- U) W m W W W Z w �/'� V J Z W C c Q ° O 0 0 Uj W O W Q O LL- LU Il O - X Q o z O O p _I LL Q W Z U Z a LU O -- U Z 2 U w W PROJECT NO: Q ~ Z X O w DRAWN: a MJP w Q CHKD_.——_^__.._ 0 TSD 0 o O w cn � W O Q w U Q U) Z 0 Z_ O i= o U ' LL Q Z UJ >- REVISIONS: Q 0 No. Description Date W O Z - _. W U -- - � W W ~ — J X Q W — () Q � 0 A501 Z O 0 DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB I AFI 0 PANEL: PANEL I RATING: 150A MLO MIN AIC RATING: 2.2,000 A SERVICE: 120124GV, 10-3W MOUNTING: SURFACE. �T L£ I�SE POLES . 1 A 2 20 1 R APPLIANCE GFI VIATER HEATER F 2 3G 3 B 4 20 1 R APPLIANCE GFI 5 A 6 20 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 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 6 20 1 - SPARE MICROWAVE/HOOD F 1 20 27 B 8 !30 20 1 - SPARE LAUNDRY R 1 20 29 A 20 1 1 - SPARE 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" V-10"\ ........... � 1 i j � C .: :,:... ..... . - .i. .... .. Q AFI 0 ELECTRICAL LOAD CALCULATIONS COlMC'i �Eil1 F� LC%tM L RIR"i LOAD (Wi. MCCTOE � 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 1:000 - - REFRIDGERATOR 800 GARAGE DOOR OPENER 600 DRYER 5400 - GENERAL LOAD 10000 100110 10000 GENERAL LOAD 30102 40% 12040.8 HEATING/AC 2.5 TONS + 3 kW 6438 100% 6438 TOTALS 46540 - 28479 120124OVSERVICEIFEEDER LOAD (A) 119 MAIN BREAKER (A) ISO i GFI CLG 1 1 •...............,.... �r. .......... � I I 1.... ....... ...... ..... f SW IN ATTIC i� 1 1 1 11 1 1 1 I 1 1 I I I I I i 1 I ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH - CHIME DOOR BELL CHIME GARAGE DOOR 4-WAY SWITCH DIMMER SWITCH 220 VOLT OUTLET BUTTON GARAGE DOOR OPENER GFCI DUPLEX OUTLET p G I - 8 -- - CEILING OUTLET - - -- DUPLEX OUTLET -- AFCI DUPLEX OUTLET - FLOOR OUTLET 6 AFI SMOKE DETECTOR FLR JUNCTION BOX ® B © © CARBON MONOXIDE & CARBON MONOXIDE DETECTOR SMOKE DETECTOR TELEVISION OUTLET A NETWORK OUTLET PANEL SERVICE PANEL II TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL M WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT ® STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT CLOSET CASTER BATH FAN - VENT TO EXT UNDER CABINET LIGHT CASTER LIGHT - I�- KEYLESS LIGHT PULL CHAIN LIGHT 0 FLUSH MOUNT LIGHT HANGING PENDANT HANGING LIGHT MINIATURE PUCK OHANGING ¢ �PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT ®FR FLUORESCENT 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 O U O 0 0 APEX co N o � rn N co J U_ W J tds .J N true design studios O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi a_ o O - W H Y) DeRsHOMON' J t m W � c Z W W 0 O 0 rn u7 t` a Z w LU W z J z Lu m LLJ O U) w Q w z Q O o > 0 a z m w o W 0 0 J w o LLJ w I_ LL z Q O z O Q 0 w W O I— a / te�z w c O a. U W p W Abbott Park Q O U J 0 U_ LOT 009-04-1 B o a w U Z Z O PROJECT NO: W ° 2021.012600 ° LL O 0 DRAWN: U CD o CHKD: LU LO JAC CD X w w a J `t U Q co U) m Z_ 0 Z O w U) 2 O a z z 3: a p 11-01-2021 0 E= w U REVISIONS: U_ - --- - F.- a No. Description Date w J - -- cn O I- J 0 -- Z Z z O U W F- X W El 00 a a DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 14 LEGEND >O _w N N LL Building Code Florida Building and Residential Codes , 7L" 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 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 AD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF R TRUSS SPACING MAXIMUM FLOG C G ...............6" O.C. 1 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 1W, LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT LAULLU %4' ULFLU; I ION 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 1 +25.52 -32.17 101 - 200 ft2 +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) I L_- 4.0 F 1 ST FLOOR (TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTFS 3 4 p O STUCCO AND DIRECTLY MIN'Y32' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 6/16" 24/16 W = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w J aQ z ALL OTHER VENEER MIN 1%/ ' 32/16 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, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y C� rn TILE AND METAL ROOF MIN 15/2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION wz as (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND o .- 6" O.C. IN THE FIELD w0 MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 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: 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 %" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 %" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" 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. 15/32" 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. 1%2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1%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 DIAMETER LENGTH 8d COMMON 0.131" 2-1/2' RSRS-01 0.113" 2-%" RSRS-03 0.131" 2-Yz" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y:' 16d SINKER 0.148" 3-Y:' 16d COMMON 0.162" 3-Y2' 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. PRESSURE TREATED LUMBER 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 %" 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 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 )% X 1 t /z�� SDS SCREWS ()/. (8 ( 8)u t . x 1 /xn WS15-GC DTT2Z + IN STUD /2' 0 X 4 /2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/z 0 x 4Y2' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 WIN (18)0.162"x2 WIN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MT S (7) 10d x 1 Yz" MTW12 (7) 10d x 1 1/2"" (NOTE 2) §8" 0 x 6" EMBED ANCHOR fie„ 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Y2' IN (26) 0.162" x 2 Yz" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) 48" 0 x 6" EMBED ANCHOR �8' 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 PHDB GROUP 7/8"0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON �8' 0 x 12' EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 '/2' IN TRUSS (7) 10d x 1 '/2' IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) W x 2 %" TITEN (5) W x 2 %" TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 Y2" IN TRUSS (9) 10d x 1 1/2' IN TRUSS (11) 10d x 1 Y2" IN (11) 10d x 1 '/2' IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL 01) 10d x 1 '/z" IN (11) 10d x 1 '/2' IN STUD STUD (12) 10d x 1 %" IN (8)10dx1'/z"IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) 48' 0 x 7" EMBED EPDXY §8" 0 x 7" EMBED EPDXY (12) 10d x 1 1/2" IN (4) %" x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD +„ (5) 8d x 1 /z IN 1 COMMON (12) 6d CO ON NAILS 12 16d COMMON NAILS ( ) ,„ (5) 8d x 1 /� IN ABU66 48 " 0 x 7" EMBED EPDXY PAU66 4 " 0 x 7" EMBED EPDXY 8 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 Yz" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1 Y2' IN (5) 10d x 1 Y" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RTSA TRUSS HU28-2, (6) 10d COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM (5) 10d x 1 Y2' IN (5) 10d x 1 Yz" IN HUC28-2 HD28-21F TOP PLATE TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d 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) Wx 2 %" TITEN (5) O" 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 WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS '/:' x 2 Y2' (1 (12) WS25 '/:' x 2 Yz" + + (4)%" x 1 /2' SDS SCREW 4 Y:' x 1 Yz" WS15 SCREWS () IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)'%" x 3" SDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT (4) SDS %' x 1 Y2" SCREWS (4) %" x 1'/2' WS15 SCREWS HGAM10KTA IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4)'/;' x 13/:' WEDGE BOLT (4) %" x 2%" TITEN SCREWS OR EQUIVALENT IN IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. TIT 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 Yz" 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 Y:' 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 AND INSTALLED TO COMPLY WITH FBC R606.3.5. 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 3/4" WIDE, LINO. (3 Y," WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 W BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 W WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 31/2' 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 W ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE 2 2 STUDS U) w of 2 ANCHOR 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 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1 ST 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 LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 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 . 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 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 FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1-W @ 16" O.C. OR • DSP w/ (14) 10d x 1-'/2' @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR FITS w/ (14) 10d x 1 -Y2" (OR EQUAL APPROVED BY EOR). 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, LINO. ALL WATERPROOFING AND FIRE SAFETY 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 TABLE 2304.10.1 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) O O N u7 N 00 O O I N N M J LL, W J J z O Y O O W H J m W Q U) U W W O O O (3) 1 IT I` O z U) W z 07 Z) 00 Ix W W z z W O _I LL O Q O a O U 4 0 O J LL Q U z O J z U W H X W X 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, UNO. W 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD z O W Q U) O F- P LL Q W 0 O .J O z U W H X W (L APEX tdsQ -C true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Ci O u W Ra 1 ,> L 19O O Ne O if N This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are of considered signed and sealed nd the signature must be verified by a 3rd Party Certificate Authority n any electronic copy V / Q W J z Uj LV LLJ O U) Q O W � Q � 0 J W W r` X Q LL � O 0 P- z I1 LL W Abbott Park Q U LOT 009-04-1 B o -- Q z 0 PROJECT NO: W 0 2021.012600 LL - - - - O DRAWN: CD O CHKD: ut7 MJP W W -J U ` J�� z No 85166 � r '- Docoigned by: '. SATE OF .' �/: Q •• 3F4671DACDEF43§•..�/ ��, F•�� 0 R 10.--* �`, z SS N A� E� .0 % 3: I� Q 11-01-2021 p w REVISIONS: No. Description Date ~ w J U H O - z O 0 ST-1 CMUIMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID. E631B9FE-6304-4D2E-AC92-45D1657A06BB 2020 V1 _0 GENERAL FOUNDATION NOTES: dallil T-0" VERIFY AC COND q LOCATION W/ SITE PLAN SIM 9" CURB T-2.D o ■ ■ ■ ■ N'■ ` I ■ IN ■ ' ■ ■ ' ■ ■ I- — — — r- - - - - - - - - - - - - - - - - - - - - T - - - - - - �I - - - - - -I - - - -. F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M I II o I i I I I■ _ q 5 ■ C`' I I .zt�76" I -- - T-2.D T-2.101 3'-0" '_0 i T 2.D VERIFY AC COND ■ I 29 -6„ I 5'-0" 14'-0" LOCATION W/ SITE PLAN 0'I y _ - 1 9 1/2" zo I T-2. D 4 -7 1/2" 4'-6" 2'-1 " 1 V-5" I 2'-4 1/2" 20'-8 1/2" I I I - I i I � ■ � .:.. I I T-2.D � .......... -4" A \ UNDER DOOR L------- - - - —- , _ _ 4 ■ ■ ■ I I � T-2.D - I I ao I I 1 I T-2.D T-2.D I ■ I oD - - I I ■ I O O �I I OPT 6 15 -4 5 0 I cn � i T-2. D I o I fn U A ILug I I 'v C I LIJ U (� I I IN ■ _ ■- II I L—---- - - - - I - - - 6 OPT I 0" 01. I ■ T-2.D 16-11 ..... .... L... a I - tNl 041 I opI I a� I N� I ■ I zx)I _....... NI I I M ■I I -3 I I T-2.D 5„- - - - - --14'" --- - 1 I I I- B� I I ------ I ■ _. I ■ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T- - - - - - - - - - - - - - - - - - - - - - - - FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. N EARTH AND EARTH FILL SUPPORTING SLABS GRADE � CI ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND 0 APEX SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. CN N 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. p 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 N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J III INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE D- STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-2D. true design studios Z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN U8"x8" DEEP THICKENED EDGE w/ (1) #4 CONT ��� L"J 12" DEEP FTG UNDER BOX COLUMN, FTG TO BE 0 PROJECTED MIN 6" AS SHOWN W �C 16"SQx12" DEEP FTG FDJ W4' 3 #4 E1DEEP FTG DaRsH019ON' I-� 30"SQx20" DEEP FTG w/ (4) #4 EW L' rC l I 36"SQx20" DEEP FTG w/ (4) #4 EW J j r t 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W NOTES ON ST-1 1 1 1/2" SLAB EXTENSION Z) AT FULL ROUGH OPENING WIDTH Z W W W I O This item has been electronically O signed and sealed by Justin M Lanier, O PE on the date and/or time stamp shown using a digital signature. ""NOTE TO CONTRACTOR"` Printed copies of this document are DR HORTON DOES NOT ALLOW FIBERMESH AS ANot ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET IT LO considered signed and sealed nd the signature must be verified >01�by a 3rd Party Certificate Authority On any electronic copy BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING TREATMENT TO BE DIRECTED BY PRODUCT Z ORGANISM APPLIED AS MANUFACTURER AND DR HORTON. c U 1.1/46 11?)� W LL. J zW W O Cn W W Q w O Z cD > Q a w W o o Q W W W W OX LL-LLi - Z Z O O of �L11 O F- a Z Of o a U W p W Abbott Park Q O W Q LOT 009-04-1 B W Z_ Z } O PROJECT NO: W we 1 O 2021.012600 Z _ _- O DRAWN: CD o U \ S 7 W CHKD: � 1 � � V MJP X � a J Ui / w 3$ Q � cn 1 S'1N LAA I'14- � cn m `�. • ��CENS� • .�� Z ` No 85166 ;. W ` — Do%Slgned by: • Q p '. ATOF 44/ 1 W 0 O. , �Cf03F4671DACDEF43§•.. ` i Q i� S �� Z Z �,,�S�0NA '� cn �rrrrr < 1 3Qsgti O_ 11-01-2021 `7 F- W 1�OP& U_ REVISIONS: ILLI LL - F- No. Description Date W to J � U cn SANITARY ISOMETRIC - RH o Z z = 0 U W F- X W ST=2 a CMWMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB EXISTING EXTERIOR CMU MINA" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA, TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. a D � D D D - EXISTING FOUNDATION. t> D \\ I -A D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL 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/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D D � D EXISTING FOUNDATION I p o I � D \ n • 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 (MAX 20" ° 4 ° a ° I a ° ° DEEP) \ a ° 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER _1STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER C64 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° _ a in VAPOR BARRIER 3 BEARING WALL FOOTING SECTION -LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE I L - CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH =O Z REINFORCING PER O MONOLITHIC FOOTING ° SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL • ° 1 °° MIN 112" 4 jj_ //\//\�/\�/\�/\�/\�/\�//\�/\�/��/` " \\ \\ \\ \\/\\/\\//\\�• i\�/�\��� • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING •ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a, p CONCRETE SLAB W/ ��-/- ALL OTHER EXTERIOR WALL 04 /\\ j\\//\\ j\\\/\\\o CLADDING -MIN 8", U.N.O. ON ARCH pO 6x6 W1.4 x W1.4 WWF LO APES OR FIBER MESH 8" CMU CHAIR \ TOP OF SLAB VAPOR BARRIER // \\\\/\\/� BLOCK W/ (1) #4 OR #5 CONT. \/\ o 12" MIN/\/\/\/\/\/00 N (� LLJ O FOOTING TO BEAR ON / \/\ w ~ U FIRM UNDISTURBED 6 T. EXTENSION IN BRICK �- VAPOR BARRIER//\\// oLO SOIL LOCATIONS ON FND PLAN N \\� I M 12" UNDER 1 STORY WALL w/ M #4 OR #5 VERT REINFORCING - % \ \\ \ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J // // // / BAR IN BRICK LEDGE LL UP TO 3 COURSES: 72" O.C.\/\\ /\\/\\ 16" UNDER 2 STORY WALL w/ 4 TO 5 COURSES: 48" O.C. //\/ /\/ j // . w \/ \ (2) #5 OR (3) #4 CONTINUOUS J td s .6 N L true design studios j v/\/, (TWF ONOLITHIC FOOTING SECTION _ z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 ADDITIONAL #4 OR OLLOWING OCCUR: Y FOOTING TO BEAR ON FIRM ADDITIONAL /\\ \' .OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. /,. / #5 IN BRICK LEDGE (� � UNDISTURBED SOIL . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE NOTED ON FND PLAN 3' PER -0" HORIZONTALLYI O PREVENT EROSION OF SOIL. O TO HAVE 6" BEND AT BOTTOM O CONCRETE SLAB w/ 6x6 C CAST -IN -PLACE FOOTING SPECS (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W �_ 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH ~ 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT RIHONON' -� 4 STEMWALL SECTION ��\��\'\ 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK \'\��\ ° � m FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 LLI COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS \\// \\\'\ ''\/ IY MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16" VAPOR BARRIER j 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. to 3 BEARING WALL FOOTING SECTION Z � w 0 w CONCRETE SLAB W/ 6x6 W1.4 x WII A WWF OR O This item has been electronically FIBERMESH O signed and sealed by Tustin M Lanier, PE on the date and/or time stamp 0'-0" A.F.F. O ° O shown using a digital signature. _ _ SEE ARCH Printed copies of this document are ° DETAILS of considered signed and sealed 0'-0" A.F.F. ° a \° 4 ° ° nd the signature must be verified (BEYOND) //� ° - - 4 - by a 3rd Party Certificate Authority U) - n any electronic copy FLOATING CONCRETE w = U-BLOCK W/ \,�\ //\\/� 8" MIN SLAB W/ 6x6 W1.4xW1.4 V (1) #4 OR #5 o O W WWF OR FIBERMESH Q CONT \\ Z W LU 0 ai 8"x8" THICKENED 8" FINISH FTG AT VAPOR BARRIER W O GRADE STEP-DOWN, SEE Z \�/\\/\\/\\/\\/\\/\\/\\ • f \/\\/\\ \\ \ \ \\ \\� PLAN J Z W \/\\\\\/\\\/\� /\\\/�\\// CURB STEP SECTION m 4 W O cn #4 OR #5 VERT REINFORCING �\ I % LU Q UP TO 3 COURSES: 72" O.C. \//\\//\\// W 4 TO 5 COURSES: 48" O.C. / ti 8" UNDER MASONRY WALL z < O -D I 6UNDER WOOD WALL 0 > Q l CONCRETE SLAB W/ " j��--�j Z W Q 0 / 6x6 W1.4 x W1.4 WWF '_ 1 LU W OR FIBERMESH VARIES ° SEE ARCH J W FOOTING TO BEAR ON FIRM 13 -ADDITIONAL #4 OR °_ �_ a - (MAX 16") W W ° ° UNDISTURBED SOIL ° ° .- #5 IN BRICK LEDGE X VERT REINFORCEMENT TO - 4" OPT BRICK LEDGE /�\/�\\//�\//�//\// /\\ ° \/ //\//�//\//\/? HAVE 6" BEND @ BOTTOM �/\ ° 12" MIN./\\/\\/\\/\\/\� z U. NOTED ON FND PLAN \\ ° \ \ / ���i\\\\\\\\\\\\\ Z CAST -IN -PLACE FOOTING SPECS - VAPOR BARRIER �/� ° ' 4 ' �/O 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT y�\\ �\ Q 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT / / / 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN a z (t_7 EMWALL CURB SECTION W 12" UNDER 1 STORY WALL w/SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 OU Lt_ - FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 16" UNDER 2 STORY WALL w/ BAR IN BRICK LEDGE QQ LU COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS J MAY BE OBTAINED FROM THE ENGINEER OF RECORD. (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 0 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION_ CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 009-04-1 B FOLLOWING OCCUR: - - - W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY _ PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n O PROJECT NO: UJQ CONCRETE SLAB W/ 6x6 J 2021.012600 W1.4 x W1.4 WWF OR O LL FIBERMESH z DRAWN: 0 0'-0" A.F.F. SEE ARCH U C+D - o - - - - 4 (MAX 20" LU IUD 3 W CONCRETE SLAB W/ 6x6 ° a ° o , - DEEP) CHKD: (1) #4 OFF #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH '�//\//\ ° a - a - - X MJP MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. \/\\�\\///\ o • ° 4" Q Q a ° \\� /% /' 4" EXTENSION X ci (!� VARIES PER a -" - - -- - - � - UNDER BRICK VENEER Q �111///11111111 36" MAX ARCH PLANS �r \`" \`,� '� %%� ;J%N LAl / cn ° 4 T ,T�\ /\\� ' 12" UNDER 1 STORY WALL VAPOR BARRIER m ��� �•'•�G E NS ••';9 ��, Z_ \/\\ �� ° \ w/ (2) #4 OR (2) #5 CONT Q %No 85166 VAPOR BARRIER 16" UNDER 2 STORY WALL * q \\ \\\ \ \ 12' MIN FOOTING TO BEAR ON FIRM Z * ' LL UNDISTURBED SOIL w/ (3) #4 OR (2) #5 CONT Doceigned by: = Q s" OPT. EXTENSION \ BEARING CURB STEP SECTION W ATE OF w: Q •• 3F4671DACDEF43§•..41 � IN BRICK LOCATIONS b ����� •'`.� O R P �• N���, Z_ ON FND PLAN ¢ �iiss '••••••'. �� �, 12" UNDER 1 STORY WALL W/ (2) z ���, O N Ali E %%%' ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT (n TYPICAL REINFORCING BAR IN BRICK LEDGE BARS AT THICKENED 0 11-01-2021 Q 16" UNDER 2 STORY WALL W/ (3) I #4 OR (2) #5 CONT FOOTING, SEE PLAN LU MIN 24" LONG #4 OR 115 V REVISIONS: w 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 1 1 BAR SET AT MID -DEPTH OF SLAB, TYP ALL � No. Description Date "NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS., HIS "1A" FTG DETAIL FOR THE .V RE-ENTRANT CORNERS Q J FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG I - - (n DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE L - - - - - -- - - - - -- STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: J O 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION HOUSE SLAB Z z OF SOIL. 2. USE STEMWALL FOOTING _ RE-ENTRANT CORNER DETAIL W Q w (RECOMMENDED) I!_ PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2mD RE-ENTRANT CORNERS d Q CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB 0 "v PC c? T-0" 64" 4'-8" I1 T-0" ,1'-4" f , 8' 0" 4' 5" I, T-5" �, 6'-8" �, 6'-8" 6'-8" �, 5'-0" ), 6'-8" �, 6'-8" 6'-8" J, T-0" J, 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 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 MASONRYLEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Ej INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED (oJ 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/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.0 • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 U 0 N O N C) 0 N U? T_ N 00 4 O 0) N N M _1 LL W .J J z O U) Y 0 Q O T_ D W U o > U) rn � o N J m W Q G7 } z W C� W C) O O i f` IT Lln f` z U) W m W W W Q 0 LL 0 O a. 0 0 Q O J LL Q U z } C) O J O z LINTEL SCHEDULE 0 W LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS ~ W L-1 16-0" 8F-1-32 PRESTRESSED GARAGE DOOR L-2 S-0" 81.18 L-3 2'-0" 8U8 L-4 6-0" 8'-0" 8F-16 8F-16 L-5 8080 SGD/ REAR PORCH REAR PORCH L-6 9'-0" 8F-16 L-7 11'-8" 8F-16 REAR PORCH L-8 L-9 4'-8" 8F-12 - 8F-16 FRONT PORCH (ELEV A) FRONT PORCH (ELEV B,E,F) 4'-8" a. X m O LU O H F_ 0 U_ U) 0 O J O z 0 W H X W a- (7 U APEX0 O N d ///��� C, true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are of considered signed and sealed nd the signature must be verified by a 3rd Party Certificate Authority <n any electronic copy W Q W J Z � Lu Uj oU) p F-� Q m U W W w LU aLL Abbott Park LOT 009-04-1 B PROJECT NO: 2021.012600 DRAWN: CD CHKD MJP �'gN�F•,4. �� �• CENS• •R �. o No 85166 Do%3lpned by: 3 : C3F4671DACDEF43§-.ATE O F r dO i,411&iO N A E r11111 11-01-2021 REVISIONS: No. Description Date ST=3 0 W X 0 0 W z a. LL W J Q 0 (0 0 W Z 0 U) W 0 LL O 0 0 Ln W 0 W U) Z_ Z_ W U) W w J Q 0 U) O z O 0 CMUIMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A0613B 1st LEVEL FRAMING PLAN 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. 24 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" 17'4" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 24 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 11'-3" 1T-8" 23'-4" 26-0" 24" 9'-10" 15'-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4' 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 24 ...................................(3) 16d COMMON 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) W x 4-Y2' LONG #14 WOOD SCREWS PT 2x8...................................(5) %" x 4 '/2" LONG #14 WOOD SCREWS PT 2x10.................................(7) Y4' x 4 '/i' LONG #14 WOOD SCREWS PT 2x12.................................(9) W x 4-'/2' LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. STAGGERED • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U 0 ri rn 0 N O O N L0 N O 1t O CA N CV M J LL W .J J Z O Y O O W O J m W 0 a Cn U Z W 0 W O O O CA i L0 ti Z U) W CA ca W W Z Z W 0 LL O F- O n. O U ¢ O O J LL U Z } O J Z U W x W CL x m W O LLI H U U_ 0 O J Z 2 U W F- x W CL ).ft.APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are >Mnot considered signed and sealed nd the signature must be verified by a 3rd Party Certificate Authority �n any electronic copy W IJ z � W LU O v) Q U Lij W �j QLL Abbott Park LOT 009-04-1 B PROJECT NO: 2021.012600 DRAWN: ... -- CD CHKD: MJP .. No 85166 '. • DocASfpned by: � .. ACE OF :•�' �t'J�•• C3F4671DACDEF43§-..r:(/, I *-...0 .R 1 Q • vN I� �5'N A r►►111 11-01-2021 REVISIONS: No. Description Date ST=3A O W ti x e— O W F- Z W_ a LL W J U O W F- Z (D Cn W O LL O 0 O LL') W U U) Z_ O U) Z O W LU 2 w F- Z O O CMUIMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB Vol TRUSS TO TOP PLATE, MOISTURE BARRIER -J 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 W&I'MlA211��d TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 k " 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. W 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. 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 lie 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) ROOF-1 COW U 0 2x NO 2 SYP BLOCKING TO FIT TIGHT �- BETWEEN TRUSSES, (3)10d TOE -NAIL @ o N EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" FOR MISLOCATION Y "B <X<1 v 3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d (1) #5 BAR CONT. MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1k" <X HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST a DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE FACE . _ ¢, 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) 10d x 1 tiz" 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: MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY (1) #4 OR #5 BAR AT CORNERS WITH MIN. 25" LAP 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)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. STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH OR 11/4' PER MANUF. 3" 5" 1 %. 3 4„ 37 6 5„ 115/16 33/4, 3:4, 6„ 2%4, 33/4, TYPICAL DOORJM/INDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O N Ln N 00 d- O Cn N (V M J LL W J J z O Cn Y U O O T_ W J m w ¢ 07 U z W 0 W IX O O O O t` z U) W 07 m W W z z W 0 It 0 ILL. O H O a 0 U ¢ O J LL U z O J O z U W I•_ X W Q_ X m W O Q U) O i= LL W C� O J O z U W H X W a. E O U a APEX -50 d Q L t S true design studies 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are >Mnot considered signed and sealed nd the signature must be verified by a 3rd Party Certificate Authority �n any electronic copy Q W �W W O Q F— L O W ¢_ o 0 J W W W LU x X Q U. � 0 W H z d LL- W Abbott Park -' U -- - - U) LOT 009-04-1 B o w - I— z 0 W PROJECT NO: LU 2021.012600 LL — O DRAWN: CD o CHKD: LO MJP W w J U jJ1111111/1,' W C7 :• No 8516610 • Doc*3lgned by: .. C�ATE 10 �. OF : 4/,O• F4671DACDEF43§. V! �1/1111/11� ¢ 11-01-2021 0 W REVISIONS: No. Description Date ~ W _ J U - U) 0 - z O 0 ST=5 CMLI METAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB MOISTURE BARRIER BY OTHERS TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) 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 BRAC�,- SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF DECK — ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA tE BARRIER IRS Y LINTEL V 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 %" 2x4 NO.2 SYP BLOCKING BETWEEN PROVIDE PANEL I OUTLOOKERS. FASTEN EACH EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d NON -DROPPED GABLE COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN I / f L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING 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 (W/ 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. 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) 8'-1" ABOVE F.F.E. TOP OF ABOVE F.F.E.F.F. 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. 0'-9" ABOVE F.F.E. TOP OF CURB F.F.E. T� 2x6x12 I CENTEF 48" DIA. ANCHOI 2x4 PT TOP FLOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING - PROVIDE (5) 48" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 %" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 ''/:" x 416" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. v v PRE -CAST LINTEL PER PLAN 2 'f FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. — NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER 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 7— I Xx/ I I I GARAGE SHEAR PIER TRUSSES NEEDING BRACING 0 N V�' O O O. N APEX III N � t) NI O O N t� BE CE, N CO J LL W tds J J Q N true design studios z 0 U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 0 � O_ 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. LV 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). � 04111���A � 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. _" MAX _" MAX I_" MAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. i . J+ 00 — - - W 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* 0 U) U z W 0 W Ix O This item has been electronically L-BRACE FASTENED TO O signed and sealed by Justin M Lanier, PE on the date and/or time stamp WEB W/ 10d AT 6" O.C. shown using a digital signature. SINGLE TRUSS BRACING Printed copies of this document are � ot considered signed and sealed nd the signature must be verified 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL ti >Mbrly a 3rd Party Certificate Authority RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN n any electronic copy' /) SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z *IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A W REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND Q _" MAX _" MAX �JT'MAX TO EACH FACE OF WEB. W 0' GRADE AS WEB TO BE BRACED. � � � ...��` LU O co w W Q z 0 > Q 0 W m W J Lu 2 0 LL! LU d' [� x U_ z Q o z BOND BEAM BOND BEAM O REINFORCEMENT REINFORCEMENT W w (SEE WALL SECTION) w (SEE WALL SECTION) p� z = FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM 0 a tin vvi U W LINTEL REINFORCEMENT J Abbott Park Q O U 0 o J U) - ¢ w 8 F - #�---DEPTH OF LINTEL 8 F -1 - #-�—DEPTH OF LINTEL ASSEMBLY "d" LOT 009-04-1 B ASSEMBLY "d" — - H GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND U z NO LESS THAN 1" BEYOND Z 8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END } 0 U) GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. _1 2021.012600 8F-# 8F-1 —# U DRAWN CD O i.— CHKD: MJP W W BOND BEAM REINFORCEMENT W J (SEE WALL SECTION) Q U COURSING BELOW BOND •*'�G E N S •'•9 ���� 0 BEAM MAY BE FILLED OR NO 85166 UNFILLED W • z `�: :*• Doc*Signed by: 0 00 0 j, I 8U8 :- C3F4671DACDEF43§-1ATE OF• LLI Q • (/ 0 LINTEL MAY BE FILLED Q '�S • C R �•0•*•�\��` Z OR UNFILLED �''��S/0NA1i- E.���� 8" PRECAST LINTEL. SEE PLAN. O 11-01-2021 8U8 i= W U REVISIONS: LU TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date LU W U) 0 _T7 z z U � W I- X W ST=6 d CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB E �— TYPICAL ROOF DECK SHEATHING O O O MAX 3'-0" OVERHANG A PEX . CHANNEL REQUIREMENTS 04 PER MANUFACTURER O N 2x SYP BLOCK W/ (2) 0.131" x 3" 0 END- OR TOE -NAILS EACH END , --_ FASCIA AND DRIP EDGE PER ARCHITECT N -- ATTACH SOFFIT TO 2x BLOCK M 2x SYP NAILER (IF REQ'D): — -- _.__ _ OR UNDERSIDE OF 2x FASCIA LJL • TO WOOD FRAME: (2) 0.131" PER MANUFACTURER x 3" NAILS @ EACH STUD, MAX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK / NAILER L MAX 24' O.C. _j tds �i W/ (1) 0.131" x 2%Z" NAIL EACH INTERSECTION J j • TO CMU w/ PT NAILER: true design studios (2) ROWS 3/B x 23/4 Z TAPCONS @ MAX 24" O.C. SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). O CAPACITY OF THIS DETAIL IS THE LESSER OF: (1)CHANNEL REQUIREMENTS - SOFFIT MANUFACTURER ALLOWABLE U 9000 REGENCY SQUARE BLVD.. PER MANUFACTURER PRESSURE. Q SUITE 100, JACKSONVILLE, FL 32211 2) +/-57.4 psf. O SOFFIT W/ MULTIPLE SPANS o w C TYPICAL DECK SHEAOTOHING 0494HOMON, N 0 t L_ J t m CHANNEL REQUIREMENTSUj PER MANUFACTURER Q 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END C� G7 FASCIA AND DRIP EDGE PER ARCHITECT U N �__EN Z 2x SYP NAILER (IF REQ'D): ATTACH SOFFIT TO 2x BLOCK W • TO WOOD FRAME: (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA 0 W @ EACH STUD, MAX 24" O.C. PER MANUFACTURER • TO CMU w/ PT NAILER: (2) ROWS 3/6" x � This item has been electronically 23/4' TAPCONS @MAX 24" O.C. MAX 16" SPAN O signed and sealed by Justin M Lanier, PE on the date and/or time stamp CHANNEL REQUIREMENTS 0) Printed using a digital signature. Printed copies of this document are PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). m of considered signed and sealed CAPACITY OF THIS DETAIL IS THE LESSER OF: nd the signature must be verified 1) SOFFIT MANUFACTURER ALLOWABLE bn any electronic copyte Authority t PRESSURE. d U) 2) +040 psf. Z w SOFFIT W/ SINGLE SPAN w � — Z J z Uj (� w SF OFFIT DETAILS m LU O U) Soffit detail is intended to convey connections between members in the W supporting structural frame, not the soffit connections to those members. W Q Product manufacturer and evaluating engineer retain responsibility for Z individual soffit products and their connection to supporting structural frame. z Q Q Z W 0 W o a J w Lu w OJ X W LLf Z z O O Q 0 W W O CL Z 0� W O M U W_ p W Abbott Park _j O (� L_ LOT 009-04-1 B o ¢ W U Z Z U QPROJECT NO: WW 1 2021.012600 w z O DRAWN: U CD o WLO CHKD: MJP x W W Q U 1N LA/V/, No 85166 W S z� + Doc*Sipnod by: • AT E O F 44/ W �" • C3F4671DACDEF43§�-44jr � � 'O��`''c� O R 10 P .• �� `•` O ♦ C? ` Z Z- cn rrrrrt� Q p 11-01-2021 0 � w U_ REVISIONS: LIj U_ I— No. Description Date W O I— O z Z _ O 2 0 U W I- X W ST=7 a. Q CMUIMETAL CONNECTOR ENGINEERING