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Home My WebLink About38348 Springhead LnDocuSign Envelope ID725AB187-9418-4337-A635-794511AE33AD li t 'I 1 � 1 i t� 1 r4 DRAWING INDEX 1 ARCHITECTURAL STRUCTURAL OF SHEET NO. SHEET NAME A000 ARCHITECTURAL GENERAL NOTES A110 1 st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS DETAILS DETAILS - IF APPLICABLE A501 A502 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 ST-5 ST-6 1st LEVEL FRAMING PLAN TYPICAL WALL SECTIONS — SECTIONS AND DETAILS ST-7 SECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION A Abbott Park,, LOT 019m03m1B ELECTRICAL SHEET NO. I SHEET NAME E100 1st LEVEL ELECTRICAL PLAN ALL WORK SHA CODES- NATIONAe. FILEt" L. AND THE CI_, OIRI`)INANCEc Cw ��zz REV1f-'_,Lj PLAN E7�r,�vu��s✓F:: 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 VOLUMES CONDITIONED AREA 1st Floor 18982 CF 1st Floor 12034 SF Grand total 118982 CF 2034 SF UNCONDITIONED AREA _._ . 'Garage Entry _..� 459 SF 28 SF Lanai 218 SF 705SF Grand total 2739 SF 0 v 0 o APEX N 0 CID CD Q) N N co —t w J tds J a) true design studios Z O U U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 1.—� O o o .- w 041HOMON' J00 , w C� U U z w w w CD 0 0 rn r; ti O U) ,Z^^ LV 'U'^) w �Z 7 : J LLLj O U)/� mUj w w Z <C 0 > Q z 0 - w m w w o p _jLjj w � I, O X z aZ z� O w w O z IY E O a_ U LL Q w Abbott Park Q O-... _ c LL LOT 019-03-1 B o Q w Z z (D r U) OPROJECT NO w -1 2021.014961 LL u- O z DRAWN O U KME o LIDCHKD JAC U) w w n J Q Q X U Q U m z_ z O w U) z Z U) p 12-29-2021 0 F- w U REVISIONS: U_ -- - No. Description Date w U) J - - U (.D - U) O F- -1 - --- O O Iz z = o U w X w 0000 0- I -- Q I III DocuSign Envelope ID: 725AB1 87-9418-4337-A635-79451 IAE33AD A I_ I ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE -- (METE MAIN DISC. _ 150 OR 200 AMP UNDGND SERV. BY POWER CO. Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed I outside of slab at service location. Connect to footer steel j 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. A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. 0 ##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 SO. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 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 I 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 I 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 0 t� O o a N 0 APEX C_ 0 Q. � ti5 N N -- M 1` J � LL W J tds -6 J true design studios Z O U) U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0_ o O 0 W "NKOINN H Cn N 010H _j W 51 Q Q (1 Z W Cr) W w O O O 6) LO r— a w c p� Q W 0./ W -I z w W O U) m w QW Z_ Z > Q Q LU o W 0 _j LLI W O X Z a LL� Z `— O Z O Q ❑ w W a Z O a U LL Q W ❑ Abbott Park JQ O U J (n U_ LOT 019-03-1 B ❑ d W H U Q Z_ Z OPROJECT NO: w J 2021.014961 ❑ O w Z DRAWN - O U KME o wCHKU LO x JAC w w Q U Q U) U) 0 00 Z ❑ S W Z �S ❑ O w U) 2 (D Q Z Z 3: U) Q O 12-29-2021 0 1- w co U REVISIONS: LU Q No. Description Date ~ --._ - - ---- w � J >- U U) O F- _j - O z- - ---- O U ❑ w X AOOO w w Q DocuSign Envelope ID. 725AB1 87-9418-4337-A635-79451 1AE33AD i M N Y I cV co V) Ln W cLU LU ---- — N o N ' Ln M N iv VERIFY AC COND w LOCATION W SITE PLAN OUTDOOR LIVING 9'-4" CLG 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" `IMM VERIFY AC COND LOCATION W/ SITE PLAN FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5-0 Y4" 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER E O ca O N O APEX 0 I N co tds J � W J J true design studios a) Z O U 9000 REGENCY SQUARE BLVD. ¢ SUITE 100, JACKSONVILLE, FL 32211 W -1 O O O .- W 1 0,1HOMN' c J &Ake m W �.. C� c � N Z W (D W 0f 0 O O rn u7 o Q � Z QW U) _ W J z w m LLJ O cn w w 0 w Q z > o ¢ z W W o � J w cif w O �' X ILL LL z Z Z O O 0 H a z o U tL ¢ w Abbott Park Q 0 - — -- co U- LOT 019-03-1 B o ¢ w z U) OPROJECT NO. w j 2021.014961 O w z O DRAWN' - -- U KME o w CHKD: LO JAC x w w ¢ U ¢ U) (U) M� V W z 0 Z' w ¢ Z 0 O 1 W (n 2 O ¢ Z z U Q O 12-29-2021 p 1= w U REVISIONS: Uj U- -- - I•- ¢ No. Description Date W � � J } - - U (7 (A O 0 2 O U w I- X Al 10 w a I I - - - _ . . 1j _ I-- _ _ I 1 1 1 _ 1 , 1 1 1 , 1 , , i I _ - - -- - DocuSign Envelope ID: 725AB187-9418-4337-A635-794511AE33AD 12 f 5 LEFT ELEVATION RIGHT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1 ) DECO DRAIN TILES A200 ; 1 112" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENTi VENT PROP PROP Area HIGH LOW # _L RATIO HIGH LINEAL FT LOW 2738 SF - 657 in 657 in' 4 144 576 160 11470.4 ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT—( AFF) HEIGHT ABV GRADE)-------------- 4 17'-117/8 -- 18'-77/8- - - 1 A200 FRONT ELEVATION 1/4" = 1'-0" WHEN PRINTED ON 22"x34" ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) -- E 200 - CONCRETE TILE ROOF O y 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT C) C 203 - LOMANCO ROOF VENT L0 APEX � 204 - MI LLENNIUM ROOF VENT N (� 220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT 00 221 - CEMENT PLASTER FINISH - OVER CONCRETE CD MASONRY SHALL BE 112" THICK TEXTURED PER , ccS COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS �- 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS N SHALL BE 71W' (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER J U_ BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR S SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE _j t FURRED OUT FROM BACKING FROM AN APPROVE J true design studios a)METHOD IN ACCORDANCE WITH FBC R703-7 5; SEE GENERAL NOTES A000 FOR SPECIFICATIONS z 223 - FIBER CEMENT LAP SIDING 0 224 - FIBER CEMENT SHAKE SIDING 9000 REGENCY SQUARE BLVD. 225 - FIBER CEMENT BOARD & BATTEN SIDING U 226 - SYNTHETIC STONE VENEER Q SUITE 100, JACKSONVILLE, FL 32211 227 - STONE LEDGE C) 228 - BRICK VENEER O 229 - FOAM CAP w c 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN U) 259 - 2"x TRIM - SIZE AS NOTED Deft-HOMON' 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N-O_ 0 A a 261 - CV BAND - SIZE AS NOTED - Z' PROJ U-N-O- J s � .a •� . a< 262 - 1" TRIM - SIZE AS NOTED m , �' ��` 263 - DECORATIVE SHUTTER - SIZE AS NOTED w 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT O i 265 - DECORATIVE LOUVER - SIZE AS NOTED Q 266 - 4' DECORATIVE DRAIN TILES d 267 - 427 HIGH RAILING IS POWDER COATED ALUMINUM, AND C/) COLOR IS DETERMINED BY THE BUILDER'S SPECS U 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE- z w S OF LIGHT TO BE 6'- Y' A-F-F. U.N-O. (D - w CD (D C) 112- L0 V7 ti a z w co oc W W m Uj o v) w o w W z >oQ Z m w w o Q J w w w o �' O X ILL LL Z `— O z 0 a_ z O a U IL w Abbott Park Q O U J (n "- LOT 019-03-1 B o Q w U Q z_ rzrnn V w O PROJECT NO: LLI -1 2021.014961 O U_ BUILDING HEIGHT (AFF) z DRAWN O -17' - 11 7/8"' v KME o w CHKD; JAC x w w � J x U Q U) U 0� Z_ I w Q - 2so 4° 1st LEVEL BRG z 9' - 4" O , -� 3J 18"x62" 2 (D Q z z U) Q O 12-29-2021 p 1- w U REVISIONS: IF -No ascription Date _ W w J Q 1st LEVEL FFE C) OJ O Oz - -- - - z U 0 w x W A200 0- Q l I ' I y DocuSign Envelope ID. 725AB187-9418-4337-A635-794511AE33AD tt11, 11i, !r I!i i i I I 1 --J. 11ll ill1 I I L!_1 1 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS CONCRETE TILE ROOFING - - - -- INSTALLED PER MFR SPECS OVER VARIES (RE: \ WD SHTHG OVER PRE-ENG WD 'Lf9OF PLAN) TRUSSES (RE: STRUCTURAL) ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS VARIES (RE: 12 ELEVATION) F U1614,A W1111 157510 1 St LEVEL TOB VARIES ►�%IIL I (RE: ELEV) INSULATION PER CODE �2" MINIMUM SAG RESISTANT ♦....f CEILING GYP BRD PER ..KA ..A ►..�..' ♦....� . �I POURED • D BEAM PRE CAST LINTEL (RE: STRUCTURAL) NOTE. RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE.- WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 2 TYP ONE-STORY WALL SECTION A400 SCALE- 1" = 1'-0" FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD OF 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 �8" THICK STUCCO FINISH TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) �! 17 VARIES (RE: 12 ELEVATION) 1 St LEVEL TOB VARIES (RE: ELEV) INSULATION PER CODE tie" MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1 /2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1xTREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" a. INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 ` FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) (__1_ TYP ONE-STORY WALL SECTION �400 SCALE: 1" = V-0" O 0 O N j, LO � O IT APEX C) U O au 0) x a N t13 N M w J � Jtds z -0 O true design studios U) Y U Q 9000 REGENCY SQUARE BLVD. ) o SUITE 100, JACKSONVILLE, FL 32211 C: C) 0 w c U 041HOMON(1) m - LIJ U) Q C) Q w O 0 O fl- z w z w U) m w w W z z CS G w Q O o Q 0 O W J ILL W O I..L Q Q 0 Iz L w tr O � X U = o z IY O O � Q w z U - z a ILL O w O -- Q J U O U) z o PROJECT NO' U w w w Q IX DRAWN 0- DVO U) Q- - --- _ w CHKD Q TSD w O m O m LO w w O J w U a z (D W z O i= o U U_ U) Q (D U) z >_ REVISIONS: o No. Description I Date o O _ tI _ _ w z— i w _ _ U - - F- w _ w F_ -- — -- -- - v A400 z O 0 DocuSign Envelope ID: 725AB187-9418-4337-A635-794511AE33AD i _ i _ 1_ 1c]III] I II III. 1�� bu I I ' °Nn 7I 1. 11 Ln WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"x5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT r SHINGLE ROOFING ROOF CEMENT "L" FLASHING SCALE' N.T.S. O 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOF5� at O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® FOLD at 77° ®1. FOLD INWARD at PT. A g 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM LANGE WATER TIGHT SEAL. FOLD, DO NOT CUT FELT UN SHINGLE ROOFING —� DRIP EDGE: OVERLAP T, EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX x x` 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED ='r5x5 WALL FLASHING \ e. -00 U� w� 0 Zw a >- ON, FLASHING (SEE DETAIL) WATER TIGHT (BEND OR SOL FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING 'dial, SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS; BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION © PLAN A SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX INSTALLATI, 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 #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 / I � I \ 2x SUB-BAND\W/l/2' NOTCH V @ END, WRAPPED IN PEEL & f STICK \ DRIP EDGE l �\ 1/8" {� 78" TEXTURED I \ �1 FINISH @ WOOD 58" TEXTURED / FT . FINISH @ CMU �\ METAL FASCIA WRAP \18"FROM V STUCCOI, 1'✓FROM WOZD WALL EXTERIOR WALL \ �. JFRAME OR CMU) NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY \ ROOF DECK (BEYOND) \ _ _ _ _ _ _ _ DRIP EDGE, 1" OFF WALL � (NOT INTO STUCCO) l 1/8" 3-COAT PLASTER �\ \ 2,6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK OA ELEVATION METAL FASCIA WRAP 1" OFF WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 12"x4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (d-) WALL 2x6 SUB BAND © PLAN B WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8 STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METALLATH SCALE: N.T.S. FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTH @ END, WRAPPED IN PEEL & STICK `ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL WALL CLARITY I V I L I /1L L/l l I I WOOD SHEATHING WRB LAYER#1, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT WALL KICK -OUT FLASHING i FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK "ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL (c_� WALL W/ KICK -OUT SCALE: N.T.S. O OIO N L0 > O 11"APEX0 O x N � N c'7 J ILL .� Lli d J _J Z -� O true design studios j Y U 9000 REGENCY SQUARE BLVD. o SUITE 100, JACKSONVILLE, FL 32211 O Vi r- p W _0 2 D CD U) �s o 041HOMON' I 00 IZ e W Q U Z Q O W w O O O O ti L0 rl- Z W W Z V) w m I..L W rW W U) Z Z C w Q 0 rY 0 O U_ w W o < LL 0 w O U X - Q Z O O LL `t Z U Z IL LL(� W O -- Q J U O U) Z PROJECT NO C) W w w Q ~ Z IX DRAWN 'a DVO Q CHKD — -- w TSD LL O 00 C Lo W W O -' W U U) Z U) U) _Z Z _O H C U_ U_ Q Z U) REVISIONS: < O No. Description Date C O w Z - - - U) = W U = J -- - - t - U W a. co Q � A500 Z 0 C i I l - i I I .-- DocuSign Envelope ID: 725AB187-94184337-A635-794511AE-3AD - - - I _,-.. I _ .- _L_ I , 11 -L- 11 (ill 1 1 n .. , .. 11 T 1, ii . i, 111 _ 1/2" (MIN) STL FINISH TEXT( 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) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. 'i2" GYP BRD OVER J I PRE -SHAPED STUCCO BAND 1x2 TREATED W/ SLP 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 ti2" = 1'-0" PRE -FORMED CONTROL 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER r ' <_ s . 4:-`x • CONTROL JOINT (CLEAN T •�� MASONRY BEFORE APPLYING) jT - - I I I CONTROL JOINT - VERTICAL - CMU 2 1/2", SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 7"O.C.) ;MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. ` CMU WALL W/ 48" STUCCO FINISH (RE: STRUCTURAL) GYP BRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) ADHESIVE -OR- FLUID WOOD BLOCKINSELF APPLIED FLASHING (CLEAN n MASONRY BEFORE APPLYING) PT 1x WOOD BUCKVINYL FLANGE CASING BEAD SHIM AS NEEDEDINSTALLED PER MFR WRITTEN SPECS (TYP) 48" BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 12" = 1'-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 M "Z" FLAS DO NOT CA—, . SEAL OPENING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER SEAL GAP W/ CAULKING - OR APPROVED SEALANT / STUCCO CASING BEAD SIDING TO STUCCO FRAME TO BLOCK SELF ADHESIVE -OR- FLUID APPLIED PAN FLASHING (CLEAN MASONRY BEFORE APPLYING) EXTEND UP AT JAMBS (4" MIN) PRECAST CONCRETE SILL 4 BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD 1/2" GYP BIRD OVER INSTALLED PER MFR 1x2 TREATED - WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) %-' STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 1/2" = 1'-0" ELECTRIC MEl FIELD VERIFY LOCATION AREA TO RECE. 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 Z' FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. bz" GYP BIRD OVER — 1 x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHE, (RE: STF INISH COATING OVER PRIMED HREE COAT STUCCO FINISH 8" NOM) OVER GALV MTL LATH ✓ER 15# FELT OVER APPROVED DUSEWRAP ASTEN TO WD STRUCTURAL (EMBER at 7" O.C. MAX " TO �8" MID -WALL JEEP SCREED Z O_ CV � Q " WIDE STRIP SELF ADHESIVE LASHING, CLEAN MASONRY IEFORE APPLYING /2" (MIN) STUCCO FINISH 'EXTURED PER COMMUNITY ;PECIFCATIONS ELECTRIC METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC METER WD SHEATHING (RE: STRUCT) 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 7 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 STUCCO SIDING HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) SCALE: N.T.S. L CMU LINTEL �T { (RE: STRUCTURAL) DOOR HEAD at CMU CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED FLASHING (CLEAN gMpApS�OYNNRYY,BEFORE METAL' DOOR FRAME EXTERIOR SCALE: 1 1/2" = 1'-0" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME — ANCHOR SHIM AS NEEDED INTERIOR DOOR JAMB at CMU CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED FLASHING (CLEAN gpMApY MASONRY BEFORE METAL' DOOR FRAME EXTERIOR SCALE: 11/2" = 1'-0" O O O U N �- O 4 APEX � 0 O O -1 i 4-1 N N C15 N M LL w , _l J z tds O true design studios Y� U 9000 REGENCY SQUARE BLVD. N o SUITE 100, JACKSONVILLE, FL 32211 C O 6 p w T3 H � U) U) c J 11HOMON' w m w r Of U z 0 w O O O O i N It u7 r` z V J w z_ w U) w w �/) �^ z Z G w O 0 0 0 W 0 J z NW O LL � w 12- Of r O U X T z �-' O 0 LL Imo_ Q Z U - � z 0- LL 0 w O -- J J U z PROJECT NO 0 U I— w Q H Z IX DRAWN IL DVO U) Q CHKD — — — — — w Q TSD O m 0 O w U) z w O J Q w U 2 V) Q Cf) Z (D U) Z O H � U_ LL Q � Z >- REVISIONS: Q O No. Description Date 0 O Z--- - -- -- - -- w 2 = U w w F_ - J x - - U LU - U) a � A501 z O 0 DocuSign Envelope ID: 725AB1 87-9418-4337-A635-79451 1AE33AD m ELECTRICAL LOAD CALCULATIONS LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAND FACTOR FINAL LOAD (VA) GENERAL LIGHTING (3 VA,'FT2)t 6102 SMALL APPLIANCE 1500 SMALL APPLIANCE 1500 LAUNDRY CIRCUIT 1500 DISHWASHER 1500 WASTE DISPOSAL 800 WATER HEATER 4500 OVEN RANGE 14900 MICROWAVE,IHOOD 1000 REFRIDGERATOR 800 GARAGE DOOR OPENER 600 DRYER 5400 - - GENERAL LOAD 19000 100% 10000 GENERAL LOAD 30102 40% 12040.8 HEATING/AC (2-5 TONS + 3 kW) 1 6438 100% 6438 TOTALS 1 46540 - 29479 120i240V SERVICE/FE EDER LOAD (A) 119 MAIN BREAKER (A) 150 PANEL 1 RATING. 150AMLO MIN AIC RATING: 22.000 A PANEL: SERVICE 120.1240V, 10-31.11 IAOUNTINGSURFACE DESCRIPTION LOAD TYPE POLES BIRK CIRCUIT NO. PHASE CIRCUIT NO. BIRK POLE S LOAD TYPE DESCRIPTION VVATER HEATER F 3 30 1 0 1 R -,PPLIANCE 13FI 3 B 4 20 1 R APPLIANCE GF1 SYS. 1 CONDENSING UNIT Z.11 27 30 5 A 6 20 1 L,R GREAT ROOM 7 B 8 20 1 L,R DINING SYS. I AHU 20 9 A 10 20 1 L,R BED 2 11 B 12 20 1 L,R BED 3 DRYER F _0 13 A 14 20 1 L,R BED 4 15 B 1-6 20 1 L.R OWNERS OVEWRANGE F 2 40 17 A 18 20 1 L,R GARAGE.E.X7ERIOR 19 F1 20 20 1 SPARE REFRIGERATOR F 1 20 21 A 22 10 4f 1 1 - SPARE GARAGE DOOR 0PEr*,JER F 1 20 23 B 24 110 1 SPARE DISHIA'ASHERIDISP09 I F 1 20 25 A 26 SPARE MICROWAVE)'HOOD, F 1 20 2.7 1 e 28 20 1 SPARE LAUNDRY R 1 20 29 1 A 30 20 1 SPARE AFI b V G F I GF1 AFI f �:�Svc SW IN AF1 < ATTIC AF1 (D AF1 GF1 CLG SEC < < (D < VERIFY AC COND LOCATION W/ SITE PLAN -0- VP AFI PH AR AFI GFI IRR ELEC PANEL WP GFI VERIFY AC COND LOCATION W/ SITE PLAN 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON t3 3-WAY SWITCH CHIME DOOR BELL CHIME t SWITCH GARAGE DOOR 4 4-WAY BUTTON DIMMER SWITCH Ili GARAGE DOOR OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET DUPLEX OUTLET GF-1 8 CEILING OUTLET CLG AFCI DUPLEX OUTLET 8 FLOOR OUTLET AFI FLR O SMOKE DETECTOR 8 JUNCTION BOX JB @ CARBON MONOXIDE CARBON MONOXIDE & DETECTOR TELEVISION OUTLET A PH SMOKE DETECTOR NETWORK OUTLET TELEPHONE OUTLET SERVICE PANEL PANEL m GARBAGE DISPOSAL 1�7 SERVICE METER M WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT STRIP LIGHT DOUBLE SCONCE STAIR LIGHT BATH FAN & LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT CLOSET CASTER UNDER CABINET LIGHT CASTER LIGHT PULL CHAIN LIGHT 4- KEYLESS LIGHT FLUSH MOUNT LIGHT -(>HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR FR R LIND PRE -WIRE FOR x CEILING FAN CLG FAN ROUGH -IN 0 PRE -WIRE FOR LIGHTED CLG FAN wl CEILING FAN LIGHT ROUGH -IN E 0 ' 0 7 0 APEX tds true design studios a) 3: 9000 REGENCY SQUARE BLVD. a) SUITE 100, JACKSONVILLE, FL 32211 0 011HOUION" t 14 it. it a :Am co �C < LLI z w W 0 co < O 0-11, 0 Lu < 0 w Lli Lij LLJ x LL z 0 0 LLI 1,_ z ct� 12- ILL w Abbott Park _j co LOT 019-03-1 B 0 w z (D U) PROJECT NO LU 2021.014961 0 H 0 DRAWN: KME -.0- C) CHKD! JAC w CI c/) (D z cc U) (D z 12-29-2021 C) w c/) REVISIONS: w No. Description Date LU _j U) 0 z 0 0 E100 DocuSign Envelope ID. 725AB187-9418-4337-A635-794511AE33AD DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 14 11= r,1= K n a n >O _w R QY O J R UL Building Code Florida Building and Residential Codes , 7th Edition (2020) Code for Desiqn 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 A ...... _........ .. ................. Cd 1.60 ASCE 7-16, 3S GUST ........ ..... __._ ............139 MPH BASIC WIND SPEED EXPOSURE CATEGORY ................... .......... C 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 (TILE = 17 PSF) BOTTOM CHORD LIVE LOAD ........................ 0 PSF BOTTOM CHORD DEAD LOAD .... ..... .... ....... 5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD ................................ 60 PSF TOP CHORD DEAD LOAD..............................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD....._ .. .... ..... 5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES ........................................... _ TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES. ....... ............. LL / 480 TL / 240 WOOD I JOISTS ............................ I.................. TL MAX ''/2" LL / 360 BEAMS' ...................... ....... .... .. ................. TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED Y4" DEFLECTION 2. MAX 16" O.C. FLOOR TRUSS SPACING BELOW GAME ROOM 3. ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS (DIRECTIONAL -OR- ALL HEIGHT) C-C HYBRID TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0-20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 GARAGE DOOR PRESSURE +21.7 -24.6 END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER FIGURE R301.2 (7) _71 r 1 4.0 FT 1ST FLOOR (TYP) -END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NnTFS 3 4 pco z STUCCO AND DIRECTLY MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/6" 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ � I- R (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. wwF_ in ¢j z c ALL OTHER VENEER MIN 's/Z' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL a- (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES)- 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x CD rn TILE AND METAL ROOF MIN16/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND o 6" O.C. IN THE FIELD p w F- MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 00 -r z SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 2%2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. 3 MIN B R PLYWOOD R DX INSTALLED PERPENDICULAR /e OS O 00 0 C UL R 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 /8" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 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. 'Y32" 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 7 REQUIREMENTS ARE 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL STRUCTURAL EQUIREME S /6 SPECIFICATIONS INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. s 7. i/32 PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, '%32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2Y8" RSRS-03 0.131" 2-'/2" 10d 0,131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-'/4" 16d COMMON 0.162" 3-'/2" 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. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 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. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/2" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH 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 FOUNDATIO14 PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3, TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)'% X 1 '/2" SDS SCREWS (8)%" x 1'/2" 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 '/2 0 x 4'/2" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2%"IN (18)0.162"x2'/2"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 /2' MTW12 (7) 10d x 1 /2" (NOTE 2) % 0 x 6" EMBED ANCHOR a 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '/2" IN (26) 0.162" x 2 '/2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) §8" 0 x 6" EMBED ANCHOR 48" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 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 '/V 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) %" x 2 %" TITEN (5) %" x 2 %" TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/2" IN TRUSS (9) 10d x 1 '/2" IN TRUSS (11) 10d x 1 '/2" IN (11) 10d x 1 'YV IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 1/2" IN (11) 10d x 1 1/2" IN STUD STUD (12) 10d x 1 '/2" IN (8) 10d x 1'/2" IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER NOTE 6 4 8 0 x 7 EMBED EPDXY 4" 7 M 8 0 x EMBED EPDXY 12 10dx1 /2 IN ( ) 4 %" x 3" WEDGE BOLT ( ) STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2" IN (5) 8d x 1'/2" IN ABU66 §8" 0 x 7" EMBED EPDXY PAU66 %" 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 /2 IN RT7AT , (5) 8d x 1 /z" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD481 (14) 16d COMMON IN (5) 10d x 1 WIN (5) 10d x 1'/2" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1'/2" IN TOP PLATE (5) 10d x 1'/2" IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) W" x 2 %" TITEN LUGT2 (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 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS %" x 2 '/2" (12) WS25 %" x 2 '/2" (4)%" x 1 '/2" SDS SCREW (4) '/4" x 1'/s" 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 '/2" SCREWS (4)'/;' x 1'Y2" WS15 SCREWS HGAMIOKT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) /;' x 1 /< WEDGE BOLT (4) %" x 23/;'TITEN SCREWS L_ IN MASONRY OR EQUIVALENT IN I MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 %" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS, 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES '/;' 0 x 2'/." TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF W" 0 x 1 3/;' 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 T 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 UNO FOR EW OSB WSP SYP SPF CONT O.C. LSL LVL PSL SYS 42 2 2 STUDS w �o 2 ANCHOR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ENGINEER OF RECORD EACH WAY ORIENTED STRAND BOARD O WOOD STRUCTURAL PANEL N LO SOUTHERN YELLOW PINE SPRUCE -PINE -FUR N CONTINUOUS OD ON CENTER IT 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. O (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 -/," BEAM) 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/;' WIDE I 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2" WIDE, UNO. N PROPERLY RATED OPEN WEB HEADER N co INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS LL OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS W INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J J BOTTOM PLATE ANCHORAGE IS ''/z" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR Z SW SPECIFICATIONS) O STRUCTURAL WOOD BEAM 0 Y STUD COLUMN KEYNOTE U Q NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. O NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS O TO MATCH WALL FRAMING SIZE AND GRADE, UNO. T_ W ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN (n BOTTOM OF STUD COLUMN CONNECTION IIT LEVEL STUD COLUMN: HOLDD WN REQUIRED AT BASE OF COLUMN > 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. m "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION Z W 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (D 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. W NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP O O 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 Q Z #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING (A W NUMBER OF JACK STUDS EACH SIDE OF OPENING Z DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER m ENGINEERED LUMBER HEADER FRAMING KEYNOTE W W (2) 9'/2" LSL- 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z NUMBER OF JACK STUDS EACH SIDE OF OPENING O Z HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W DEPTH OF LOAD -BEARING EWP HEADER Q Q NUMBER OF PLIES IN HEADER (1 3/," WIDE UNO) HEADER FRAMING ° J IL 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z STAGGERED. 0 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. d 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. CL 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST U FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 W' 0 • SPH w/ (12) 10d x 1-'/2" @ 16" O.C. OR J • DSP wl (14) 10d x 1-'/2" @ 16" O.C. OR LL. • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HITS w/ (14) 10d x 1 ''/i' (OR EQUAL APPROVED BY EOR). Q 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. z FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. O J ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S X SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY W SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN x W TABLE 2304.10.1 11 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. Q 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. cc7. 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 Lt1 Q Z U) O U LL Q U) } O J O 2 U LLJ F- x W a Q CMUIMETAL CONNECTOR ENGINEERING rU C7 O APEX0 U N tl� (ti tds -6 true design studios N 04HOH0190N 0 00 • 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 not considered signed and sealed nd the signature must be verified by a 3rd Party Certificate Authority Qon any electronic copy V .I z � Ow W _ w Q Q O LQ Q Ll 0 J Lu W LLI Uj x LL O 0 z W LL- W Abbott Park -j U LOT 019-03-1 B Q W Q z (D 0 PROJECT NO LLI 2021.014961 0 U_ DRAWN:- - O KME o O CHKDIn MJP U) W J Q U `��►Illlllrr�� (n 5� 1N LqN�,�. (7 �••�,�� E•NsF•9 z Q C) r � sSTATE OF : �/� • �3F4671 AK_-'4i5 --- 0 z '��rrrlllll�l��, 12-29-2021 0 W REVISIONS: U) 2 No. Description Date ~ - - - - -- W J Q �U - - U iO �I I Z O Q ST=1 DocuSign Envelope ID: 725AB 1 87-9418-4337-A635-79451 1 AE33AD 2020 V1.0 GENERAL FOUNDATION NOTES: u I I I I I ■ 59'-10" ) 0 ■ -- —• ■— —L—— — — I --— • — — I ■--------•--..------_ ■ o- ■ ■ ■ I T-2.D r�l _I I MI I MI I I I I rnl I — NI' I I �I I ' I, 0"NilT-2.D I �� I I I ■ I, ■ I I � I I I — — - 15-11"-- — - 2'-6" c it 011 ■ _ 6 T T-2.D OPT I A Iz J Imo 100 IU)U) Iw� I IwcD I Df I� 1 1/2" I ■ I 1 I I --J I I I ■I I I I I- 1 I T-2.D I VERIFY AC COND LOCATION W/ - ---_-_ 29 6 SITE PLAN ■ T-0„ I T-2.D I o I I M l— — -4" FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" O b NA ID r7.--"q,Amqr • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE O ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND APEX C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. j -r_ COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED aD PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O 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. co `~ MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _j INTERCHANGEABLE. SEE SHEET ST-21D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). LU tds • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J Q RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-2D trtsi'- tle strati SfL3Uis Z 0 FOUNDATION KEYNOTES: DC1 Y U 9000 REGENCY SQUARE BLVD. ) Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN � 0 A 8"x8" DEEP THICKENED 12'' DEEP FTG UNDER BOX B O EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W��vo��ca.a�za C 16"SQx12" DEEP FTG I �,I 24"SQx20" DEEP FTG h- 11'"OMNO a w/ (3) #4 EW U) E 30"SQx20" DEEP FTG - - 36"SQx20" DEEP FTG w/ (4) #4 EW i F w/ (4) #4 EW 0 J a.e 00 \` a - 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP W G w/ (5) #4 EW, T&B H AS SHOWN. SEE MASONRY cl� NOTES ON ST-1 <, . 1 1 1/2" SLAB EXTENSION AT FULL ROUGH L7 Q OPENING WIDTH > Z W W Of This item has been electronically � 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 AN not considered signed and sealed ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET L0 and the signature must be verified � by a 3rd Party Certificate Authority O <on any electronic copy BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT U) MANUFACTURER AND DR HORTON. U W J z w m LLI O cn W QW W Z_ Q O 0 / Q Q z Lu W � 0 Q J 'II W W W 0 O X LL LL z Q o z I-_ O Q 0 t-f W O F- W Z_ O U � W � Abbott Park JQ O U J U) U_ LOT 019-03-1 B 0 Q W H Z z CD r �m�� O PROJECT NO W -j 2021.014961 0 O LL z O DRAWN. — C) KME o WCHKD Lf7 MJP U) X — W W � U X c/) `N.,�5 C IN LAN��9 v) O m `� •.��c•ENS�.• Z LU c o ed t&y- Z `* •*r Q 13 - W STATE OF '•�� 0' • " O 6H71 6/�435.. z z ''�SS�onia`LE� CJ) Q O 12-29-2021 p F- W U REVISIONS: _ Q No. Description Date LU W U } U U U) SANITARY ISOMETRIC - LH i - o O _ _� z = O U 0 W H X W ST=2 n Q CMUIMETAL CONNECTOR ENGINEERING 1j I — _—_ I_ - _ — _ - — II 1 i DocuSign Envelope ID 725AB187-9418-4337-A635-794511AE33AD 1-AI II, " I , L I EXISTING EXTERIOR CMU - I MIN. 3" EDGE DISTANCE �l STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO �\ EXISTING FOUNDATION FACE w/ D (2) ROWS OF 3/" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. 1 9 1 G I p EXISTING FOUNDATION. 'J A A � D n 0 D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES --\ OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL I- 4 TO BOTTOM OF WINDOWSILL I WHERE NEEDED i MIN. 3" EDGE DISTANCE~}, STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ \ p D p (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. !� ° EXISTING FOUNDATION D n In 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„ ��ra d � � - i DEEP) \ z\ a a \/J\/i\/��}// 4" EXTENSION UNDER BRICK VENEER L"12 UNDER 1 STORYWALL VAPOR BARRIER UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \ q , d 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION �I L CONTINUOUS CONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE IUF'UF f UUIINU N 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 i MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF — OR FIBER MESH � - i ^ 4 ° ^ ° ° REINFORCING PER Z ° ° MONOLITHIC FOOTING • a SECTION @ ° ° ° FOOTING TO BEAR ON FIRM UNDISTURBED SOIL M I N j 12" //'//�//\//�//�//�//\✓ LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLABLu h cn \�/\�/ L< w O VAPOR BARRIER //\// U, X i < i #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.. 4 TO 5 COURSES: 48" O.C. \\//� / \✓ j �� \�\/ n• ° 11 0 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. \\'/ /\\' \\/ ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM //� #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK - FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'70" A.F.F. (BEYOND) FLOATING CONCRETE w - U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U U) (1) #4 OR #5 WWF OR FIBERMESH > - ¢ ¢ rn CONT ti F W Uj - FINISH ' O GRADE 77 //\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. j�AA/ 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM \ /\ UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH, SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT:- 36" MAX VARIES PER ARCH PLANS -\X/�x 12" MIN �NA//AA//A 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. VAPOR BARRIER ✓/ FOOTING TO BEAR ON FIRM ' UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) �� #4 OR (2) #5 CONT /'1 A MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "'IA" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 W1.4 x W1 A WWF OR FIBERMESH VAPOR BARRIER\AAA Ix ;I i U 0 > E rn O o V ALL OTHER EXTEORIOR WALL `V -1 CLADDING - MIN 8", U.N.O. ON ARCH O O �� - APE j �, \/x//<//\//\ _C \ 12"/ IN j/ \//�/ �\/\\ 00 a) C FOOTING TO BEAR ON / FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ LIJ (2) #5 OR (3) #4 CONTINUOUS _j tds -6 true design studios N MONOLITHIC FOOTING SECTION z 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 (n FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O O T ch CONCRETE SLAB w/ 6x6 W (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR F_ FIBERMESH ''041HOMN' a \ \. %\\,�., Li a \ m i' / W 16" VAPOR BARRIER Q CIO 3 BEARING WALL FOOTING SECTION Z W CD W CONCRETE SLAB W/ 6x6 Ir_ W1.4 x W1.4 WWF OR This item has been electronically FIBERMESH O signed and sealed by Justin M Lanier, PE on the date and/or time stamp 0' 0" A.F.F. O shown using a digital signature. - ° SEE ARCH 1 Printed copies of this document are DETAILS not considered signed and sealed L— a � and the signature must be verified d- 4 -- >1111110by a 3rd Party Certificate Authority 8" MIN n any electronic copy o W \� Z W 8"x8" THICKENED 8" U) (D FTG AT VAPOR BARRIER W STEP-DOWN, SEE U) PLAN MJ 7 L LU CURB STEP SECTION m W _0 U) 0 -= W Q W 8" UNDER MASONRY WALL � rZZ_nn CONCRETE SLAB W/ � 6" UNDER WOOD WALL M 6x6 W1.4 x W1.4 WWF I I Lt1 WUj W 0 OR FIBERMESH LIJ VARIES = 4 Q Q 1 , 2 w SEE ARCH Q I -, (MAX 16") rV Uj = - SEE NOTES (MAX 16") STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" \�\ O X / /\�/ < \ \ \/ \// , LL .- ��i' 12" MIN�A��AAjVA�A�Ax Z r- X �/V//V//v�'/V//V/X\. Z Lij / \ / 6" OPT. EXTENSION IN BRICK 0 I -- LOCATIONS ON FND PLAN W Z elf 0� O 12- - ADDITIONAL NO. 4 OR NO. 5 U LL BAR IN BRICK LEDGE Q - W Abbott Park Q 5 GARAGE EXT WALL CURB SECTION 0 - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 019-03-1 B 0 FOLLOWING OCCUR: H LLI • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY CD PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (D I) O PROJECT NO W CONCRETE SLAB W/ 6x6 1 2021.014961 U_ W1.4 x W1.4 WWF OR O W FIBERMESH Z 0 DRAWN: - �V-0' A-. F.F. SEE ARCH v KME o (MAX 20" LU---- - a DEEP) CHKD MJP U) - � X 4" EXTENSION V X UNDER BRICK VENEER < 12" UNDER 1 STORY WALL ``,JS� G•E•N S ,'�ii CD W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� .•'�,� F . • Z 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT j *' BEARING CURB STEP SECTION W. STATE OF �y • 'i �/� 'O R 1 g EQZ35...0 ••.. TYPICAL REINFORCING BARS AT THICKENED 0 12-29-2021 p FOOTING, SEE PLAN W W - MIN 24" LONG #4 OR #5 C) REVISIONS: W BAR SET AT MID -DEPTH OF SLAB, TYP ALL Q No. Description Date ~ RE-ENTRANT CORNERS - -- LLUU II Q Imo . _ - - - - - C0 HOUSE SLAB O Z z - I- O - = o RE-ENTRANT CORNER DETAIL w (RECOMMENDED) ~ PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2mD RE-ENTRANT CORNERS d Q CIA METAL CONNECTOR ENGINEERING VAPOR BARRIER DocuSign Envelope ID 725AB187-9418-4337-A635-794511AE33AD GENERAL MASONRY NOTES DC1 ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. I 0 d' '4- J1 o 4'-5" J S-5" MN L�� RIM An i1 ma r5011111 T-0" 6'-8" 6'-8" 6-8" 6'-8"- 6-0„ 64" 4--8" I, 6-8" 6'-8" - 7,-0" 1ST LEVEL DOWEL PLACEMENT PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 8U LINTELS MAY BE FILLED OR UNFILLED. N O 8F LINTELS SHALL BE FILLED. LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. CD APEX O DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8' O.C., U.N.O. T_ � 0 N SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. X MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE rn aD SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS N -- — - - -- MASONRY LEGEND cc i NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN - -- _j �j INDICATES GROUT FILLED CELL WITH NO REINFORCING W J � , ■ NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM > true design studios j 30" LAP REQUIRED, TYP AS SHOWN Z O O (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM (n 30" LAP REQUIRED, TYP AS SHOWN U 9000 REGENCY SQUARE BLVD. Q) SUITE 100, JACKSONVILLE, FL 32211 ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < O of NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O I HEIGHT OF DOWEL = HEIGHT OF COLUMN � FRAMING KEY NOTES (CMU) DC1 2 � 041H09ON NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Uo (SEE SHEET ST 1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN > +" OPENINGS. -j m 2 SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET IN W LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ¢ ON DETAIL SHEET. 0 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: r A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U ?� BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH W FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. U W 4. HIGH UPLIFT CONNECTION: 0� This item has been electronically e FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. 0 signed and sealed by Justin M Lanier, • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O PE on the date and/or time stamp LEVEL (3) shown using a digital signature. Printed copies of this document are WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. not considered signed and sealed (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO and the signature must be verified FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 by a 3rd Party Certificate Authority on any electronic copy OR (2) SDWC15450 @ MAX 16" O.C. O Q. A . TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z W 5. FASTEN EACH BEAM TO MASONRY W/ META12 (W ILL! W Jz w m LLJ Oty- u� W W p W Q o z > m w o ¢ z o w o � J w w 0 w O X WLL z O z O W w O I — a z O a ¢ W � J Abbott Park ¢ O U J - U) LOT 019-03-1 B o ¢ w U ¢ z z O PROJECT NO: W O p O 2021.014961 W - - DRAWN: LINTEL SCHEDULE KME o -- w LINTEL N07 CLEAR SPAN F_ - -- L-1 16-0" 3 0" L-2 L-3 L-4 2 0" 6 0" L-5 8'-0" L-6 9'-0" - 11'-8" -- 4'-8" L-7 L-8 - L-9 4'-8" CHKD � LINTEL DESCRIPTION COMMENTS X MJP � W W 8F-1-32 PRESTRESSED GARAGE Q Q DOOR X U - - -- 8U8 } �� 5 •,.....,N/F ,i, CD -- _ 8F-16 -, •,.• G E N 8F-16 8080 SGD/ REAR PORCH p _ 8F-16 _ REAR PORCH W 817-16 REAR PORCH Z 8F-12 FRONT PORCH (ELEV A) O ' — - STATE OF 8F-16 FRONT PORCH (ELEV B,E,F) W '•, _lL�� (n -F4671 Q�35... CD z �'4ee9/0iiii �_- ,`` O 12-29-2021 0 F= w U_ REVISIONS: LU W ¢ No. Description Dates W Q U O � I- -- -- -- O U w H X ST=3 W a CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 72=,AB187-9418-4337-A635-794511AE33AD �j 1st LEVEL FRAMING PLAN 1/4" - 1'-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 U 0 c� rn 0 N OW\ TO THE TYPICAL WALL SECTION, SEE SHEET ST-5 O (D REFER COMPONENT MANUFACTURER'S LAYOUT FOR C V LA TRUSS LABELS &DIMENSIONSAPEX OVERFRAMING NOTES � • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO 2 SYP MIN • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. r- • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. ce) • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO J RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LL W td s RAFTER SPAN SCHEDULE-_j _j LUMBER SIZE > true design studios SPACING Z 2x6 2x8 200 2x12 12" 15-5" 19'-11" 23'-9" 26-0" Cn Y 9000 REGENCY SQUARE BLVD. 16" 13'-4" IT-3" 20' 7" 22' 0" Q SUITE 100, JACKSONVILLE, FL 32211 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L.115 D.L. #2 SYP O O CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE W I- SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 11'-3" 17'-8" 23'-4' 26-0" 24" 9'-10" 15'-6" 20'-V 23-11" m �� it -- - � - 10 L L/5 D.L. #2 SYP Lij TRUSS FRAMING KEY NOTES Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -- C'1 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } 2. TYPICAL BEARING BLOCK U z • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO w MATCH DIMENSION OF TRUSS MEMBER. W • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS Of BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED This item has been electronically Ct3 Ill O signed and sealed by Justin M Lanier, 3. LEDGER FRAMING NOTES PE on the date and/or time stamp shown using a digital signature. • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS ' Printed copies of this document are AT EVERY SUPPORT WITH FASTENING SHOWN BELOW "I>1111111111111111by LO ot considered signed nd the signature must and sealed be verified (MAX 24" O.C. SPACING), OR a 3rd Party Certificate Authority • FASTEN NO -2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW O Qon any electronic copy ' A U) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Z W LOCATIONS ON PLAN V) re < Uj • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST w CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL CZ FRAMING WITH WOOD SCREWS- COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. mLU O co ROOF FRAMING LEDGER TO WOOD: W ...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON W Z Q2x6 2x10........ _ .._.- ..._......(8) 12d COMMON z > O Q 2x12......_- _ - _-_ _......(10) 12d COMMON W W Q LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q _j W W PT 2x6, ...(2) %4 (2) ROWS " 0 @ 24" O.C. STAGGERED � ❑ W ' � � i PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED PT ROWS � � 2x10.....(2) %4" 0 @ 8" O.C. STAGGERED 0 L.I. X PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED ILL L �- FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): z 2x6...................................(3) 16d COMMON I— O 2x8 ..... ......... ................(5) 16d COMMON < 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON 0 Z FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): Q PT 2x6................................... 3) '/d' x 4-1/2" LONG #14 WOOD SCREWS U ILL PT 2x8..................................(5) W" x 4-/2" LONG #14 WOOD SCREWS W PT 2x10.................................(7) /4' x 4-/2" LONG #14 WOOD SCREWS Abbott Park J PT 2x12................................. (9) Y4" x 4-'/2" LONG #14 WOOD SCREWS X Q O U 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM � LOT 019-03-1 B GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q W PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. ----- - - 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF Z z THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT Ur PERMITTED AT THIS LOCATION } - - 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D PROJECT NO W p • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. JO O 2021.014961LL STAGGERED z - • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 = DRAWN: U KME o w o CHKD Lo X MJP w W d J Q Q X U LAND ��ii U) • G•E�N S ' •, Z 0 W * • c i�l��ied t qy Q O W STATE OF ' J �F4671 g 0 5..-(D Q ��i �S • O R N• Z Z ��'� S�0 N AL O 12-29-2021 p 1- W U REVISIONS: W H r Q No. Description Date W -_ � W C/) J — Q U` co 0 0 Z U 0 W F- X ST=3A W W Q CMUIMETAL CONNECTOR ENGINEERING DocuS:gn Envelope ID 725AB 187-9418-4337-A635-794511AE33AD L --- w? ---L.L— i TRUSS TO TOP PLATE, MOISTURE BARRIER----/ UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO —// W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O C • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 12" 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. BOTTOM PLT ANCHOR '/2" THREADED ROD ANCHOR W/ MIN 4" EMBED W1 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. 4 7 • • �. 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 41111 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 o VERTICAL WALL Z I I 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 a� MASONRY) ----� I n J \ \\�\ " �� j< I \ \\\ /\ �;, �\ •-'- • \\�\\' a EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) ROOF-7 COW U 0 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ 0 N EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" FOR MISLOCATION 1,"<X<112" 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 1Y2" <X L HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST o- 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 k2" 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 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 GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH 3/4" OR 11/4" PER MANUF. 3" 5" 11/Z' 3 �4' 3 7/16 5„ 111116 3 3/4 , 3 3/4 , 6„ 2 TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS'/4' DIA. @ 30" O C. STAGGERED • (2) ROWS %6" DIA. @ 24" O.C. STAGGERED DOORJAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED 1x_ PT NAILER BUILT UP 2x ATTACHED TO MASONRY, (1) PLY Ix - x_ OR6' OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORIWINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O U O O O APEX CO O N O Q. N M � J LL W tds J true design studios a) Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 (n O O N W 0 DIIHOMON' I" W Q 4- co Q U z W W This item has been electronically C)signed and sealed by Justin M Lanier, O PE on the date and/or time stamp O shown using a digital signature. I Printed copies of this document are not considered signed and sealed 19T and the signature must be verified r1_ by a 3rd Party Certificate Authority 0 Qon any electronic copy v Z W W z J Z Lu Uj O u) W Q C W G W Z 0 > Q Q w w m 0 Lj LLJ J w 0� i X ILLz T- Z O O Q 0 W W O I-- a z 0 CL U LL- 0 w Abbott Park Q O U J — (n LI_ LOT 019-03-1 B 0 Q W U Q z z (D W OPROJECT NO'. W J 2021.014961 O LL Z DRAWN' O (=j KM E o W CHKD. L0 MJP x W W Q X U 0 Q �i�t��i N.%�5� 1N LAI��cA Z W * •id* - z- - ;a� 0 W STATE OF 4U U) 3�F4671 BAC-11�35... (D O 12-29-2021 ¢0 �= W U REVISIONS: Q No. Description Date ~ -- —� w (n J O � Z _ O U 0 W I— X W ST=5 D_ a CMU/METAL CONNECTOR ENGINEERING I I DOCuSign Envelope ID. 725AB1 87-9418-4337-A635-79451 1AE33AD 'I 1 L I UPLIFT CONNECTION PE TYPICAL WALL SECTION \\ / e n Y MOISTURE BARRIER TYPICAL PORCH BY OTHERS _� CEILING BOARD PER J PLAN. SEE TABLE 2- SHEET ST-1 (PORCH — CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMM NS EACH END FASTEN 2x6 N0.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRAC1—, 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 I PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 64" OR AS SHOWN ON PLAN it FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACINGDETAIL ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 .L . --L. � a / HGAM 10) 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. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1-'/V 2x4 II SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING - MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY 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. `r TOP OF GARAGE DOOR 6-1" ABOVE �1 - F.F.E. CIT II OPENING • 2x6x12 PT CENTER BUCK --------------- q8" DIA. ANCHOR 4'-9" ABOVE 2x4 PT TOP BUCK F.F.E. 2'4' ABOVE F.F.E. 2x6 PT BUCK EACH SIDE OF OPENING - PROVIDE (5) 48" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR PROVIDE 1 '/2" x " 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. t6 F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF Ilk CURB F.F.E. GARAGE DOOR JAMB DETAIL #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. 0 - 0 IT=' a Q in N z PRE -CAST LINTEL PER PLAN FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER TOP OF WALL SEE PLAN `IERTICAL BARS TO EXTEND TO DP OF WALL AS SHOWN. MIN BEND INTO BOND BEAM PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. j MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. i I 1 NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I 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. 1 1 I I I I CONCRETE FOUNDATION WORK TOP OF FINISH 1—_ PER PLAN FLOOR SLAB — I I I I i I L ----------------- -� -II--- X - -- Y GARAGE SHEAR PIER TRUSSES NEEDING BRACING O APEX O Cq x__ (D It O Cn '5<' (D 1 � fE 3E, cVi c� ` LL LU t S J true design studios � z O - . ---- U) U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211co � p 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). OCR 73 2, SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY � (n CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W � 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). U) 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. 011HOMON' Z) -T6" MAX T6" MAX =6" MAX I i MA w J w U U) w w • 0 '_ -) m CONTINUOUS LATERAL RESTRAINT WEB X BRACE SUBSTITUTE L Q .� -I D WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T_OR L SCAB U 2x4 1 ROW _-2x4 I (1)2x4)2x4 i (D2x4 2 ROWS 2x6 (2)2x4" U — T-BRACE FASTENED TO -- - - Z WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 LLI 2x6 2 ROWS 2x6 (2)2x4` U' - — W 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6" This item has been electronically - - - signed and sealed by Justin M Lanier, L-BRACE FASTENED TO O� 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 d, not considered signed and sealed and the signature must be verified 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL >11111110by a 3rd Party Certificate Authority RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN on V any electronic copy � ) SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR W IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) _ REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W X TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. BOND BEAM REINFORCEMENT (SEE WALL SECTION) — FILL SOLID TO BOND BEAM 8 F - #— DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT —1 a (SEE WALL SECTION) COURSING BELOW BOND — -- BEAM MAY BE FILLED OR 1 UNFILLED 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL, SEE PLAN. 8U8 w ❑ w U U) w w rn -J z W m Uj 0 U) W W QW z (D > Q Q z W o W 0 0 � w W o W [LJ X a z z 0 0 BOND BEAM Q REINFORCEMENT < (SEE WALL SECTION) Lij LL Z �— FILL SOLID TO BOND BEAM O W U W Q LINTEL REINFORCEMENT J Of Abbott Park Q O U J -- - _ - U) Ll 8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" Q LOT 019-03-1 B W U F- #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND Z Z U) BEARING AT EACH END } U)GROUT FILLED LINTEL ASSEMBLY C� O PROJECT NO: W 8" PRECAST LINTEL. SEE PLAN. O 2021.014961 LL 8F-1-# Z U DRAWN: KME O o H CHKD: LO X MJP W W Q U X Q ,``,��111111///��'' J•' �'� m �`� �� C•E•N S �' Z_ 0 W 00 &t%1ded fly' Z•,* •*� O -1.0 p ,._N. 1 "' � •.• .; STATE OF :•� z �F4671 S... . F•'••. O R '�••' ��.` �'-.sS�0NACr-- o Z Q p 12-29-2021 p I- W U_ REVISIONS: L.L --- TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W -- W U) O O z -- Z -- -- -- -- - - __- O _ 0 U W I— X W ST=6 d Q CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID 725AB1 87-9418-4337-A635-79451 1AE33AD _ - TYPICAL ROOF DECK SHEATHING E 0 MAX 3'-0" OVERHANG O L _ - CHANNEL REQUIREMENTS -- PER MANUFACTURER tN PEX : z 2x SYP BLOCK W/ (2) 0.131" x 3" N 000 a) \ \� END- OR TOE -NAILS EACH END 1qr 15<1 < FASCIA AND DRIP EDGE PER ARCHITECT O O Q) Q. ATTACH SOFFIT TO 2x BLOCK 2x SYP NAILER (IF REQ'D): VN OR UNDERSIDE OF 2x FASCIA N • TO WOOD FRAME: (2) 0.131" PER MANUFACTURER M x 3" NAILS @EACH STUD, MAX 24" O.C. MAX 12" SPANI - 1x2 SYP NAILING STRIPS TO BLOCK / NAILER _ W/ (1) 0.131" x 2%2" NAIL EACH INTERSECTION U_ • TO CMU w/ PT NAILER: J (2) ROWS 3/s' x 23/a ._..-_ . _-- J_ N TAPCONS @ MAX 24" O.1��I) SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). > true design studios CAPACITY OF THIS DETAIL IS THE LESSER OF: CHANNEL REQUIREMENTS SOFFIT MANUFACTURER ALLOWABLE z PER MANUFACTURER li PRESSURE. (n 1�2) +/-57.4 psf. U 9000 REGENCY SQUARE BLVD. SOFFIT W/ MULTIPLE SPANS a SUITE 100, JACKSONVILLE, FL 32211 � 0 o O TYPICAL ROOF SHEATHING W_ ~ DECK 0,1HO190Y CHANNEL REQUIREMENTS PER MANUFACTURER > J co 2x SYP BLOCK W/ (2) 0.131" x 3" Lij END- OR TOE -NAILS EACH END Q �_ _ — FASCIA AND DRIP EDGE PER ARCHITECT 0 `- U) _ATTACH SOFFIT TO 2x BLOCK U • TO WOOD FRAME: (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA Z @ EACH STUD, MAX 24" O.C. PER MANUFACTURER W • TO CMU w/ PT NAILER: (2) ROWS 3/6" x 0 4/4" TAPCONS @ MAX 24" O.C. L - MAX 16" SPAN W CHANNEL REQUIREMENTS — O This item has been electronically signed and sealed by Justin M Lanier, PER MANUFACTURER SEE ST 1 FOR SOFFIT PRESSURE -DEMAND ( sf) O PE on the date and/or time stamp p O CAPACITY OF THIS DETAIL IS THE LESSER OF: Oshown using a digital signature. i Printed copies of this document are 1) SOFFIT MANUFACTURER ALLOWABLE >.not considered signed and sealed PRESSURE.and the signature must be verified 2) +/-340 psf. r. by a 3rd Party Certificate Authority <on any electronic copy SOFFIT W/ SINGLE SPAN °z � W U Q _ W � W SF SOFFIT DETAILS J z W Soffit detail is intended to convey connections between members in the O supporting structural frame, not the soffit connections to those members. mUJ �J J Product manufacturer and evaluating engineer retain responsibility for [Y Q individual soffit products and their connection to supporting structural frame. W W Z Q O (D / Q Q Z W o W 0 O 1 W W w O �' X J - z o Z W O Z O U Q W ct�Abbott Park Q O U J - -- U) u- LOT 019-03-1 B o Q W z Z (D V) PROJECT NO: W OJ LL 2021.014961 U- O Z DRAWN: O = KME U O W CHKD: L0 MJP U) x W W CL Q Q `%01111u111111 U) oo W ;STATE OF F4671 5.. , U) O 12-29-2021 U REVISIONS: - -- - I--- No. Description Date W U) J O I— J Z O - - -- O r 0 U W F- X W ST=7 Q CMU/METAL CONNECTOR ENGINEERING &a,d�p� 2-1731 36 P6