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HomeMy WebLinkAbout8325 Wheat Stone DrDocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 ARCHITECTURAL NOTES A110 1 st LEVEL FLOOR PLAN A200 ELEVATIONS A400 WALL SECTIONS A500 DETAILS - A501 DETAILS STRUCTURAL SHEET NO, ISHEET NAME ST-1 STRUCTURAL SPECIFICATIONS_ ST-2 FOUNDATION PLAN - - ST-2D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL ROOF FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS 0 0- !U12101 Uji A4CB CLIFTON ELEVATION BS Abbott Park,, LOT 032mO3 ELECTRICAL SHEET NO. !SHEET NAME E100 1st LEVEL ELECTRICAL PLAN ALL WORK SHALL COMPLY WITPREVAILING CODES FLORIDA BUILDING, Cn[)E, NATIONAL ELECTRIC CODE AND THE CITY OF ff. " HILL5 ORDINANCES REVIEW DATEMAR __112022 1 1022 1 22 CITY OF ZEPHYRHIL PLAN EXAMINER 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 VOLUME CONDITIONED AREA 1st Floor 116945 CIF 1 st Floor 1816 SF Grand total 116945 CF 181.E 5F UNCONDITIONED AREA Garage 455 SF Entry - 130 SF Lanai � �165 SF _ i650 SF Grand total - 2466 SF 5z ZZ L� AOWI*"\ 061 CD CD 0 �V . N o APEX N M � J .. LL W tds J true design studios a)a) z 0 U 9000 REGENCY SQUARE BLVD. ¢ SUITE 100, JACKSONVILLE, FL:32211 o � 0 4- W CY F- 'cn 041HOMON' J ® ► m 0 � U z w w w 0 0 0 rn ti Iq u7 p U) z w w w z LL z w J p v) w_ w w z (a) Qo w > o 0 o Jw w w w J x LL LIL z 0 0 a z 0 n. U W Abbott Park J 0 v ___I (n U_ LOT 032-03 0 ¢ W U Q z_ z C� co O PROJECT NO: w 1 2021.009227 LL z DRAWN: 0 U CD o H CHKD. MJ P U) X W W d, J x¢ U Q W U) m z_ 0 z i 0 W m Q z i s 07-29-2021 Hm w U REVISIONS: w ¢ No. Description Date F- w cn J z- -- ___ -- -.�. - z U 0 w H X w oodo d DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 Footer Re -Bar (sized according to foundation plan) ° #4 awg CU bare -vv/ 10' stubbed a outside of slab at service a . location. Connect to footer steel w/ (2) ground clamps 5' apart _ a a UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 - #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE i Condut. \ A/C DISCONNECT METER MAIN DISC. #12 COPPER TO APPLIANCES AND GFI -- 150 OR 200 AMP TYPICAL ELECTRICAL _ #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER UNDGND SERV. BY — #8 COPPER TO RANGE POWER CO. #6 COPPER TO HVAC N.T.S. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ABBREVIATIONS LEGEND ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE ABV ABOVE • 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 I� • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. I • 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 j 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 I� • 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 AC AFF AHU BLK CABS CLG CHR COFF COL COND CRN CVAC DBL DIAG DR DRY DW EB FL FLR FP FXD FXT GLS HB KS LAV LT MRBL MC MIR MTL OH OPNG OPT R & S REF SD SDLTS SGD SH (2) SHWR TB TPH T&S TEMP TR VOL WC WD WH WNCT WS WASH AIR CONDITIONER ABOVE FINISHED FLOOR AIR HANDLER UNIT BLOCK CABINETS CEILING CHAIR RAIL COFFERED COLUMN CONDENSER CROWN MOULDING CENTRAL VACUUM SYSTEM DOUBLE DIAGONAL DOOR DRYER DISHWASHER EYEBROW FLOOR LINE (MAT. CHANGE) FLOOR FIREPLACE FIXED FIXTURE GLASS HOSE BIB KNEE SPACE LAVATORY LAUNDRY TUB MARBLE MEDICINE CABINET MIRROR METAL OVERHEAD OPENING OPTIONAL CLOTHES ROD and SHELF REFRIGERATOR SOAP DISH SIDE LIGHTS SLIDING GLASS DOOR SHELVES (QUANTITY) SHOWER TOWEL BAR TOILET PAPER HOLDER TUB and SHOWER TEMPERED TRANSOM VOLUME WATER CLOSET WOOD WATER HEATER WAINSCOT WATER SOFTENER WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING `144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SO. IN.) / 300 = SO. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN S-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 �I 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 IT'S ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER FBC R309.1 GARAGE AND CARPORT FLOOR SURFACE AREAS USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY DOORWAY • PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF TF{E 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 f9 ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING U O - O0 L0 APEX 00 o cu N M U tds J J � true design studios O w --» U 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 O 0 LU F— a �' 04HOH4019ON m U Z W W w 0 O 0 a? Zu7 ti 0 0 U) Z W W �MM• — W UMW Z f'' W Z W J 0 cn w w W Z Q O w w w I.0 U J o w W J X LL L Z O Z O W Oa Z w M O IZ U w LIJ Abbott Park O U J U_ LOT 032-03 (n 0 Q W F— U Q Z Z 0 } U) O PROJECT NO: W 0 J 2021.009227 O w _ Z DRAWN: — - - - - - — -- CD O U o LU CHKD: _ LO X MJP LU w Q- Q J Q X Q U W U) } 0 m Z 0 W Z 0 O w U) Q z Z 3: cn Q 0 07-29-2021 p w 0 REVISIONS: w ¢ No. Description Date w (n Q 0 ---- O o O Z Z 10 U � W I-- X w A000 d Q DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 17'-10" VERIFY AC COND LOCATION W/ SURVEY v`ni - " co = N BEDROOM 1 w = M -------- N o 9'-4" CLG N o6'-0" 8'-0" N N 21068 LAUNDRY 9'-4" CLG _ WIC 0° 9'-4" CLG Ico 147 �146 M1S&1R J I I , i I I I I I bo cV 80 I I I I OUTDOOR LIVING 9'-4" CLG bo I I N _ o v, - o I CD0 N 00 I I I I N I I � 11801 --- _....---------- — - .1 -4" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 27'-0" 60'-0" 5' I 3-0'1f 0: F,X TEMP $'OnHH. 9'-4" CLG 120 1I S&I I 1I R 1II'1�' 6I 1127�oI160II I 21068, 20 �11. 2I1 6I 4 00 t�o WIC 9'-4" �I CLG cv � 06 BATH 1 9'-4" CLG 3'-10" 3 -6' ' - 8'-2" T-6" 1 �,c /2068 - ....._ �. --11051-- 11 yo� 10'-0" 33'-0" 0 2'-4„ j 20'-8" GARAGE 9'-4" CLG 1 -4„ 1--4" 2,-4„ �111 2'-0" HB (WRAP) T Co N j II o 111 '1 I I. p 00 1i 11 1 I� 0f? T T. 7...1 I --- ITI M -_ 18011 - -------- - - - --- - — ----- - cV } - _ �✓ ----- 7 -5 6'-5" 2'-10" 3'-0" 8" , 17' 4" 3' 4" 5'-0 II �11 in ' I LLJ a o C? 1 V)00 00 N DINING ROOM--- 9'-4" CLG cP III GREAT ROOM 9'-4" CLG I1 M I o! I ,! 3 SHS iv I I 1S&1R - 11401 - O Q -----N' 3 SHS - co III MECH O �J N PANTRY N Q IL J 9'-4" CLG Ir�i 162'I -- 1441 I 9'-4" CLG = — N 00:1 0 s� 2868, LOUVERED KITCHEN rl' I _ . o J 9'-4" CLG a� 1' `�^ 2'-8"2���� M U OI- 130' 14Z 1 ISENSEo� � - ------ --- -- oo I 2-9Q __- 3-9 ___ _ 1 ,. CV OI"D _ C I r 108 - - --- ---- — - 1105,- -f- 3052 SH HB 8'- 0" H.H. 3052 SH 8'- 0" H.H. I III � I 65'-0" N ENTRY o ' FOYER I 1 °°� I - 9 _ . 9'-4" CLG -4 Ii, f in 11 C 3 -0 4 -8 3 -8 2 -6" T-6 ' 4 -4 6 -0' . 2'-0" v \ -- -- --- 10 ---�cv - - - //WRAP)) 51-- 2068 - ----- �_ _ i 1 -15&1R c� o, 1S&1R �- — -- � g; I 0o u� o 3 SHS N 2 2068 0 21068 9'-4" CLG 21068 o S-9 1/4"--- 1 0 CD- -- - BATH 2 y 7'-7 1/2" --- — -- 4 101' 9'-4" CLG BEDROOM 2 BEDROOM 3 9'-4" CLG 9'-4" CLG II N I I L3'-I l o , I ch -� �- 2-3052 SH EGRESS 2'-0" 8'- 011H.H. % VERIFY AC COND 1 F� — WRAP)I� V1181] LOCATION 1( )1 W/ SURVEY L — 'I I I 1 24,.4„ I 8 1 /2"- ;�` 6-3 1 /2" 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 %" 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 U O O APEX O N O as NN M U- tds W J J.6 N true design studios Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn —� O O � O cn LU c cy 04KOHOMN I- L- 4,1 Cn 1W U Z W 0 W O O O O ti z'IT ti 0 Z w MMom/ LU W L.L LU Zum U _ zw m J O_ U) IY w V �, w Z Q O cr)W 0 m w w WC Q � G w w X ILL Z L O Q z F- O cl w z a O la - ILL J Abbott Park Q O LOT 032-03 U) 0 U- Uj U Q Z z } co PROJECT NO: O LIJ p JO 2021.009227 w Z DRAWN: U CD O o LU CHKD: L0 W MJP LU a a U) U) z co o � W z O W U) Z Z U) O_ 07-29-2021 P- W _U REVISIONS: LU U- M Q No. Description Date w U) J } U J H O O Z — Z U 0 W F- X Al 10 W a Q DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 5:12 04 T: In 5:12 10 ROOF PLAN 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION VENT VENT PROP LINEAL PROP Area HIGH LOW # RATIO HIGH FT LOW - 2465 SF 592 in 592 in2 4 144 576 140 1286.6 L - -- - 1st LEVEL BRG ( ) y �, 1st LEVEL BRG (TOB) RIGHT ELEVATION - - - 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG JOB) 9'-4" 1st LEVEL FFE 0,_0„ 9 REAR ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL FFE - 0— 8" ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH FBC R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226 - SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2"x TRIM - SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. 262 - 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. rL OF LIGHT TO BE 6'-0" A.F.F. U.N.O. BUILDING HEIGHT (AFF) HEIGHT (ABV GRADE) BUILDING HEIGHT LFF -- - _ .. - - —--------------- IDING HEI HT 17' - 11 7/8' 18' - 7 7/8" ��J� 1T 11 7/8" 0 U 0cy 0 O APEX0 a0 N 4 � CDw 1 N cozz U w J tds .Q J true design studios N Z O W U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi O_ O � O cn U) DoRsHOMN' J F o m/VWK#� LU C1 U U w 0 w Of O 0 0 0) zIt ti 0 U) z U) w m w z LIL U) _ zw J 0 U) m w C w G w z Q o W > o m w w w V J w w x IL Z z O Z 0 Q 0 w LU a z it w O a- U U- Abbott Park J O U U) LOT 032-03 0 --- w U Q Z_ Z } OPROJECT NO: LU -j 2021.009227 0 w Z DRAWN: O U CD o w Lc) L F- MJP U) w w J Q U Q m � m m Z 0 w Z 0 O w U) Q z (D �Q¢ 0 07-29-2021 Q � w v REVISIONS: w Q No. Description Date — w � - Q -_ --- -- - -- 0 z— - --- - - --- -- ZO U 0 LU H X A200 a Q DocuSign Envelope ID. 4494450E-FF74-44A2-BCD1-E858947E9096 L_1 - 1 1 - . -___ _ VERIFY AC COND LOCATION W/ SURVEY RATING: 200A IVICB MIN AIC RATING: 2.2kA /� CLIFTON PANEL,i SERVICE: 120,/2.40V 10-3W MOUNTING: SURFACE LOAD TYPE POLES Cf B CIRCUIT NO. PHASE CIRCUIT NO. C19 POLES LOADDESCRIPTION TYPE DESCRIPTION APPLIANCE GFI A G° R f 20 1 A 40 2 OVEN/'RAGE APPLIANCE GFI IAA G R 1 20 3 � � REFRIGERATOR (A)(G) m 1 20 5 A 6 20 g IR BATH RECEPTACLES DISHWASHER (.A)(G) IR 1 20 7 B S 20 1 L I BATH LIGHTS + FANS DISPOSAL (A)j GJ M 1 20 9 A 10 20 1 F,,M MIC.ROWAVE/r HOOD (G) GARAGE R,L 1 20 11 B 1.2 20 1 R LAUNDRY (A)(G') EXTERIOR R,L 1 20 13 A 1=I 20 1 R,L KITCHEN (A) DRYER 17 2 30 15 B 16 20 .1 R, L DINING (A) 17 A is 20 1 R,L GREAT ROOM (A) UNIT - 2.5 TONS %1; � 3C' 19 B 20 20 1 rL OWNER'S SUITE (A)OUTDOOR 21 A 22 20 1 R,L BEDROOM 2 (A) INDOOR UNIT - 2.5 TONS (DEFAULT ELECTRICAL HEAT; Yil L -, 50 23 B 24 20 1 R,L STUDY rA 25 A 26 20 1 R,L UTILITY,+'MECH RC>C>M WATER HEATER 2 30 27 B 28 2C - SCARE 29 A 30 1C q .L - _ SPARE IR'zRECEPTACLE L = LIGHTING _ = ='!QED E QUIPt.1E %T M = MOTOR A = COML INATION TYPE A.-C' C-,"B G = G'ZC? C/B _ ELEC PANEL AFI PHAFI VP IRR GFI U F ---- SEC SW IN a0 O ATTIC CLGIGFI I \ AFI GFI GFI SVC I I � GFI \1` I I GFI II ^^ r ILLIS� eta m �01 T AFI \ AN AFI WP GFI / 13� '- -' AFI r o, - \ W 1st LEVEL ELECTRICAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" Q LL I I Q I j .�i AFI VP 7 WP GFI AFI �.i VERIFY AC COND LOCATION W/ SURVEY AFI ELECTRICAL LEGEND SINGLE POLE SWITCH 6 DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME $ 4-WAY SWITCH GARAGE DOOR ! BUTTON GARAGE DOOR DIMMER SWITCH `i �' OPENER 210 VOL i OUTLET 1—I[ G GFCI DUPLEX OUTLET I � CEILING OUTLET DUP!.EX OUTLET (CLG AR AFCI DUPLEX OUTLET SMOKE DETECTOR (b FLOOR OUTLET JUNCTION BOX ® JB CARBON MONOXIDE © CARBON MONOXIDE & © DETECTOR SMOKE DETECTOR A TELEVISION OUTLET NETWORK OUTLET PANEL SERVICE PANEL PH TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL WALL MOUNT LIGHT SINGLE SCONCE )FLOOD LIGHT STRIP LIGHT BATH FAN & LIGHT COMBO - VENT TO EXT ® DOUBLE SCONCE STAIR LIGHT ® ii� BATH FAN - VENT TO EXT CLOSET CASTER ® CASTER LIGHT UNDER CABINET LIGHT KEYLESS LIGHT PULL CHAIN LIGHT 4- HANGING LIGHT FLUSH MOUNT LIGHT HANGING HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI e LIGHT RECESSED EYEBALL LED FLUSH MOUNT DISC LIGHT LIGHT FLUORESCENT LIGHT ®FIR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN J PRE -WIRE FOR CLG FAN ROUGH -IN �,' `J 01 PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN �\ LIGHT ROUGH -IN O 0 APEX N co O m 1 N N M J L.L ui tds J J true design studios Z O Y 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 0 O LU H 0110MV 0 m w Q 0 U) Z w C7 w O O O O ti O p co z U� w U) NN w I.t. W Z LL U _ zw J m U) w w W Z Q O z > w m Lu w V w w 0� ILL J L>L Z O O U Q 0 Abbott Park O U- LOT 032-03 Q Z OPROJECT NO JO 2021.009227 = DRAWN CD U w CHKD: ~ MJP w w X ED 0 LU 0 W Z 07-29-2021 _O U_ REVISIONS: LL No. - Description -Date D } 0 O O Z U w F— X El 00 w W Q 0 W X Z 0 W Z elf w w J U U) 0 LLI — Z U) w 0 ILL 0 O L0 U) w J U U) CA Z Q 0 U) (D Z_ w _ w J Q U U) I— O Z 0 DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 TABLE 7: METAL CONNECTOR SCHEDULE DESIGN CRITERIA AND LOADS Buildina Code Florida Building and Residential Codes , 7`h Edition (2020) Code for Design Loads ANSI/ASCE 7-16 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF (TILE = 15 PSF) BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE ............... 20 PSF ATTICS WITHOUT STORAGE .......................10 PSF (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD.......... 5 PSF 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) OWT FLOOR LOADING .............................................. Cd = 1.00 TOP CHORD LIVE LOAD .................................. 40 PSF TOP CHORD DEAD LOAD ................................ 10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF SPECIAL FLOOR LOADING ............................. Cd = 1.00 GAME ROOM2 LIVE LOAD .............................. 60 PSF BALCONY/DECK LIVE LOAD ........................... 40 PSF DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 TL / 360 OPEN WEB FLOOR TRUSSES ....................... LL / 480 TL/240 WOOD I JOISTS ............................................... TL MAX 1/2' LL / 360 BEAMS'.............................................................TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 3/" 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) L_ L J 1 ST FLOOR 4.0 F (TYP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTFS 3 4 0 Q STUCCO AND DIRECTLY MIN 1%," 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 24/16 ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE uJ Q N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. w _ _ _j Z U �- ALL OTHER VENEER MIN 153z' 32/15 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y CO 6 TILE AND METAL ROOF MIN 1%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 Ow MIN 7/6' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 � 0 cr_O.C. SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" 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. MIN %8' OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: 00MMCN. 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN 13" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 %" COOLER NAIL OR NO.6 x 1114" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/32" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANR 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. '5/32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW. MIN STRUCTURAL REQUIREMENTS ARE 7/8' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 15/32' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32" 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 I LENGTH 8d COMMON 0,131" 2-Y2' RSRS-01 0.113" 2 %" RSRS-03 0.131" 2-'/z" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-'/4" 16d COMMON 0.162" 3-%" NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZEF SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. PRESERVATIVE E VATIVE I FASTENER TYPE I�- ACZA I STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). R SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER ( ) 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/z" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. NOTES 2, 3, 4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE - SIMPSON SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON FASTENERS MITEK USP FASTENERS - (8)'/. X 1 %' SIDS SCREWS (8)/4' xx 15-G�--_.._.._.__..-- DTT2Z IN STUD'/2' 0 X 4 1/: WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/z 0 x 4'/z' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END - (18)0.162"x2 Y2"IN (18)0.162"x2 Yz"IN� - -- - HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/-2" (7) 10d x 1 1/2"(NOTE 2) $8" 0 x 6" EMBED ANCHOR HTT45 i8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Yz" IN (26) 0.162" x 2 Yz" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) �8" 0 x 6" EMBED ANCHOR J8" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (24) 3" WS IN STUD (20)'X" x 3" SDS SCREWS HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7/8" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13)COMMON 78" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END I EACH ANCHOR IN CONCRETE (7) 10d x 1 %' IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 '/z" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) '/4" x 2 Y4" TITEN (5) '/4' x 2 '/4" TAPCON IN (9) 10d x 1 '/," IN TRUSS SCREWS IN MASONRY MASONRY (8) 10d x 1 '/z' IN TRUSS (11) 10d x 1 '/z" IN (11) 10d x 1 '/z" 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 'Yz" IN (11) 10d x 1 '/,' IN STUD STUD (12) 10d x 1 '/_' IN (8) 10d x 1 Y2" IN ABU44 12 1 d MM N N I ( ) 6 COMMON NAILS � 1 1 COMMON NAILS 2) 6d CO TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) %" 0 x 7" EMBED EPDXY PAU44 �8„ 0 x 7" EMBED EPDXY HTSM20 (12) 10d x 1 '/2' IN HTWM20 (4) '/4' x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (5)8dx1Y2'IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5)8dx11/2"IN ABU66 %" 0 x 7" EMBED EPDXY PAU66 §8' 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'/z" IN RT7AT (5) 8d x 1'/z" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE (5) 10d x 1 Y2" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/z" IN HUC481 HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, (6) 10d COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM (5) 10d x 1'/z" IN (5) 10d x 1'/1" IN HUC28-2 HD28-21F HD410, (18) 16d COMMON IN TOP PLATE _(1 6) 16d CONIMO TOP PLATE HU410. (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) A" x 2 Y4" TITEN LUGT2 i (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM (22) 16d COMMON I N HD210-21F I BEAM -- ----- - - --- SCREWS IN MASONRY ---- -- (26) 16d SINKER OR EQUIVALENT U 1 (22) 16d COMMON IN - -Q (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) SIDS /4 x 2 /z (12) WS25 /, x 2 /z" (4)'/4" x 1 '/z" SIDS SCREW (4) '/4" x 1'/z" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER --- --- ---. --- SDWC15600 NO -- - MITEK EQUIVALENT HGA10KT (4)'/," x 3" SIDS SCREWS HGA10 (4) '/4" x 3" WS3 SCREWS SDWC14500, IN TOP PLATE IN TOP PLATE (4)'/4" x 1'/z" WS15 SCREWS (4) SDS''/4" x 1 '/" SCREWS (14) 10d COMMON IN (14) 10d COMMON IN HGAM10KT IN TRUSS/RAFTER Y4' x 2'/," TITEN SCREWS HGAM10KT IN TRUSS/ RAFTER (4)'/4" x 1'/4' WEDGE BOLT MSTCM40 WOOD FRAMING MSTCM40 WOOD FRAMING (4) OR EQUIVALENT IN (10)'/4' x 2 Y4' TITEN (10)'/4' x 2 %" TAPCON IN IN MASONRY MASONRY SCREWS IN MASONRY MASONRY (26) 10d COMMON IN (26) 10d COMMON IN MSTCM60 WOOD FRAMING MSTCM60 WOOD FRAMING '/4' (14)'/4' x 2 Y4" TITEN (14) W' x 2 TAPCON IN SCREWS IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 201 9-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 '/2" LONG. WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 0 x 1 '/" TITENS ILO 16d. LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 W WIDE, UNO. (3 XV WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 '/V BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/i' WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS 'Yz" ANCHOR @ 8'4" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS - -- TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 2 2 STUDS U) w 2 ANCHOR 1 ' MSTA24 1 DTT2Z --- ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD TYPE OF STRAP CONNECTING HEADER TO JACK STUD KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP 0 >W w N oLL O O C14 LO r-- CV 00 O CA C\l CV M J LL W J J_ Z U O O T_ W U) J m W 0 fn U Z W W of O O C) It LO NON -BEARING HEADER FRAMING KEYNOTE ~ NO HDR -#- --- NUMBER OF KING STUDS EACH SIDE OF OPENING Z HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY � LOADED CONDITIONS ABOVE � W _ #2 SYP HEADER FRAMING KEYNOTE Z G7 (2) 2x10 - 1 / 2-- -NUMBER OF KING STUDS EACH SIDE OF OPENING m NUMBER OF JACK STUDS EACH SIDE OF OPENING W LLI DEPTH OF LOAD -BEARING #2 SYP HEADER w NUMBER OF PLIES IN HEADER Z 0 ENGINEERED LUMBER HEADER FRAMING KEYNOTE Z NUMBER OF KING STUDS EACH SIDE OF OPENING W 0 NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) O DEPTH OF LOAD -BEARING EWP HEADER J LL NUMBER OF PLIES IN HEADER 11 %" WIDE UNO) Z HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. O 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN n. EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER, WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 0 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 0 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE _ CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. O 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR J OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: IL • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 Q •SPHw/(12)10dx1-Yz"@16"O.C.OR V • DSP w/ (14) 10d x 1-'/2" @ 16" O.C. OR Z_ • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 '/s" (OR EQUAL APPROVED BY EOR). }, 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. Ur 0 O FRAMING NOTES z 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. U ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN LLI A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). X ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S W SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY Q SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. x 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN Q TABLE 2304.10.1 -� 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. �- 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. m UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR 0 SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) LU 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM O THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD 52 Z U) O i= U li Q U) O O J O Z _ U LLI H X LU IZ tds true design~ studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 z O U) (/) W u W W W O V Q O m 0 W LV w V J W W � 11 T has been electronically signe 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 and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy Abbott Park LOT 032-03 PROJECT NO: 2021.009227 DRAWN: CD CHKD Ill JAI ` S� IN LA �Nee �� J ..... No 85166 : Docu*fined by: '33 Sl-AT E O F : I[/ • 0. � ' 0 �• 3F467tDACDEf.43* \ C? 07-29-2021 REVISIONS: No. 1 Description I Date ST=1 0 0 a) CMUIMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 I 11 1 I 1. I 2020 V1.00 GENERAL FOUNDATION NOTES: Cl) 65'-0" - - 60'-011 VERIFY AC COND LOCATION W/ SIM 9" CURB 5 SITE PLAN ST-2D ■ / 2'-8" / 2'-4" / ■ I ■ ■ ■ F ■ �■ • - •- - I ---• -- — — — ■ - - --- ---- I — 4 1 I i ■ I I H 1 N I -6" _.. ■ I I �� 5 ST-2D ST-2D 0- — - - 4 I 4 r ST-2D ST-21D I 01 24'-5 1/2" 5'-0 1/2°- - T-6" 01 2'-4"_ -- 20'-8" I I � 1 ...... ...... ..... ..... ...... ... N....... ...... ..i.. .._ 1 5'-1 1 /2" 4'-6" - - - 1 V-8" 0, 4 I -- a,' I ST-2D ■ I � I I _ i V-3" Q4 ST-2 D L _ ...... ...... ...... ..... X 2'-8 1/2" 14'-0 1/2" I 1 I � I Io Ivry i 0 01, 80 LL fn I U) U) LLi j I I w c9 D I� ■ 1 ■ ST62D OPT 1 I 1 — —4- - ST-2D )A„ 01, I 1 I FD1 ST-2D ■ 1'-4" T-8" / 65'-0'' FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" / -4" A' UNDER DOOR 05 i ST-2D _ - - --- L - ° OPT STs-2D -- I 3'-4" / 2'-8" I r' I A i L- F--—— — — — —-� I 10'-1 1/2° - - -- - -------- 8'-4� I 40 I ■ I I ST-2D �! Zv I I I I N 7/ a/2 I - - 1 T-10" _ ■ LO `Y' (V \ - --- --- J `I VERIFY AC COND LOCATION W/ SITE PLAN 56-0" 2" O VENT TO EXT r" I I I I I I I P AM\ • UUNUML I t JL/Ab UN UNAUt J,HALL tft MINIMUM I 1/L I F IUK HNU CD HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O O • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS CV O ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND cn C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. NAPEX C COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED pp PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. CD O • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT (r5 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. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-21D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). - LJ It S • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J N SHEET ST-21D. z1- true design studios > z O U V FOUNDATION KEYNOTES- DC1 O 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O A 8"x8" DEEP THICKENED B 12" DEEP FTG UNDER BOX CD CD EDGE w/ (1) #4 CONT COLUMN, FTG TO BE C PROJECTED MIN 6" AS SHOWN W CY 16"SQx12" DEEP FTG D 24"SQx20" DEEP FTG � � HOMN' 4)C w/ (3) #4 EW U) N E 30' SQx20" DEEP FTG w/ (4) #4 EW F l---J 36"SQx20" DEEP FTG w/ (4) #4 EW > ® 1 w� �4,4 ED to �_ I G 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY s 1 w/ (5) #4 EW, T&B NOTES ON ST-1 Q +, r� 1 1/2" SLAB EXTENSION 0 L 1 AT FULL ROUGH U) OPENING WIDTH }- N DRY VENT TO CONNECT ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE O Z W 0 W "'NOTE TO CONTRACTOR— IY DR HORTON DOES NOT ALLOW FIBERMESH AS AN O ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET Q - - - -- - CD BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING �t ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. ~ - O O U) Z Cn Uj U) _ L W Z U) Z LU 2" 0 VENT co O r n W TO EXTco V J W I W z Q O I (D W C)0 Q W w W I ❑ 2 V W� UjO "' ' —00 LL L z O T has been electronically Z WC_1 _ slgne sealed by Justin M Lanier, O I— PE on the date and/or time stamp Q shown using a digital signature. ❑ Printed copies of this document are W Q not considered signed and sealed F- W and the signature must be verified Z 0� by a 3rd Party Certificate Authority O on any electronic copy 0- 0 cr-Abbott Park w O 0 -j Cl) Q LOT 032-03 ❑ ui U Q Z_ z U) Q PROJECT NO W O ❑ J 2021.009227 OLJ­ DRAWN: O U _ CD o W � CHKD: x MJP U) W W Q Q X 0 ,`,��t�r� m •�'� SF AM LA/V C)No 85166 Hi *: :* _ < < -� DocuSigned by: ❑ O ►� �..T,..OF •:� W i'�• ns�� o�Fa3•� cn z '�''�i 11,11111110 O N Az - U) Q _O 07-29-2021 p W v REVISIONS: w Q� No. Description Date ~ W J (/) - - Q C� U) O 1-- O - - O z 0 SANITARY ISOMETRIC - RH W I- X ST=2 W IZ Q CMUIMETAL CONNECTOR ENGINEERING 1 _ _ L 1, 1 .__ — . 1 I _::1`I I' DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. -° ° D D D f1 0 �L L CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH -� -- a (MAX 20" - DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL `— VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH I 16" VAPOR BARRIER *jBEARING WALL FOOTING SECTIO I i L — i I (-- CONTINUOUS CONCRETE FOOTING, SEE PLAN - - LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN j NO.5 BAR BEND 90 DEGREE / TOP OF FOOTING N D ° D EXISTING FOUNDATION. TYPICAL STEP IN FOOTING DETAIL \ D \ A D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDGE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/g' DIA. TAPCONSA- OR CUT NAILS @ 24" O.C. COVER A ° FLUSH w/ 3000psi CONCRETE. i D D I D - EXISTING FOUNDATION I\ A D \D D ID \ A • D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB WI 6x6 W1.4 x W1.4 WWF OR FIBER MESH O TOP OF SLAB w Ci'U) VAPOR BARRIER w U) X #4 OR #5 VERT REINFORCING ;\/`� // // UP TO 3 COURSES: 72" O.C. \ \ \\ _�\ \ 4 TO 5 COURSES: 48" O.C. 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM `r /j� #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 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK \ -= FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w_ U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 \ Cr v J (1) #4 OR #5 r- - - • --a CONT _L-� Q Q WWF OR FIBERMESH > n b w W w cwn Of FINISH 0 GRADE �� v\ \/ x, #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. �!-•\\\\\r' 4 TO 5 COURSES: 48" O.C. ;, ; ,---- ---- - FOOTING TO BEAR ON FIRM r UNDISTURBED SOIL / ADDITIONAL #4 OR / #5 IN BRICK LEDGE VERT REINFORCEMENT TO � \�� HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS i 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. CMU STEMWALL] MONO LITHIC SLAB ------- 3'/z" CONCRETE SLAB W16x6 ------ (1) #4 OR #5 CONT. ` W1.4 x W1.4 WWF OR FIBERMESH 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24° I MINIM 24" - (1) #4 OR #5 90'' BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE \ 1_ MIN 24" LAP VARIES PER 36" MAX-- ARCH PLANS4" CONCET�. 4x WE.4 WWF SLAB / n 6x6 W1 - - ----- -- ° OR FIBER MESH \/�\\ \�\/\\�. W Z e F " -- —Q�I \�//��/ 12" MIN ° e\ -----VAPOR BARRIER (00 ° #4 OR #5 ; j //\\//� \` !; %''` FOOTING TO BEAR ON FIRM UNDISTURBED SOIL \ \�I ° REINFORCING PER \ \\\; \ 0 Z ° e ° = MONOLITHIC FOOTING 6" OPT, EXTENSION ECTION b. IN BRICK LOCATIONS X e ` a @) I a ° FOOTING TO UNDISTURBED AR ON FIRM ON FND PLAN bra\r, �7-fir" 7-1 ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT 12" UNDER 1 STORY WALL W/ (2)II ° e" MIN !12o ��i� i�i'\\/\\/�\/�\\/\\//� BAR IN BRICK LEDGE -- < "� �}\jAAiAAjAA� A��A/jVA/��A 116" UNDER 2 STORY WALL W/ (3)', /� /. �#4 OR (2) #5 CONT 1/ \\' \ \\/\� MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH /i; --- — — /\/\/\/\/\/\/\/,/--� STEMWALL FOOTING TO EXTEND MIN / 12" BELOW MONOLITHIC FOOTING //\\//. *NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" ,� • ADDITIONAL #4 OR #5 VERTICAL TO BE r\\LOCATED WITHIN TRANSITION ZONE FTG DETAIL SPECIFIED ON THE FDN PLAN @ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28" LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER S-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH o D \ VAPOR BARRIER— SEE NOTES (MAX 16") 2 0 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" rn ALL OTHER EXTERIOR WALL `" t0j D p D CLADDING - MIN 8", U.N.O. ON ARCH O 7-7 D �\//\/ N CY O D\\ 0 12" MIN\/\\/\\/\\/\\/\� A PEX \\ \\\ \\/�\//i\//�\//i\//\\\ 00 O N FOOTING TO BEAR ON 6"0) FIRM UNDISTURBED OPT. EXTENSION IN BRICK 1 CU SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ C(VV (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ � (2) #5 OR (3) #4 CONTINUOUS W J t S 1 MONOLITHIC FOOTING SECTION true design studios a)CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" W • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR N FIBERMESH W O N ° e (D 04HOHOMN, a a 10 � 16" VAPOR BARRIER Uj W 0 3 BEARING WALL FOOTING SECTION a z W CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. C:) e — SEE ARCH �p a \e DETAILS \,\\ / e\ 8" MIN LO O ' ^ 8"x8" THICKENED 8" F. ^ w FTG AT STEP-DOWN, EE VAPOR BARRIER W �/MJ PLAN W CURB STEP SECTION ? Z W 4 - m WW J O 8" UNDER MASONRY WALL W W 6" UNDER WOOD WALL — Q O CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF W Q �> OR FIBERMESH-ARIESEEARCH WS W (MAX) Q _ 2 Uj W f Q \/\ VAPOR BARRIER ° a \� 12" MIN LL J X /\\ a N� r\\\'\\\/�\//%\//�\\/\\/\\\ Z Tas been electronically \//\ /\ //�/ O signetsealed by Justin M Lanier, Z PE on the date and/or time stamp O 6" OPT. EXTENSION IN BRICK shown using a digital signature. Q LOCATIONS ON FND PLAN Printed copies of this document are W O not considered signed and sealed I- 12" UNDER 1 STORY WALL w/ CL and the signature must be verified Z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0� by a 3rd Party Certificate Authority BAR IN BRICK LEDGE O on any electronic copy a 16" UNDER 2 STORY WALL w/ U LL (2) #5 OR (3) #4 CONTINUOUS cr Abbott Park J 5 GARAGE EXT WALL CURB SECTION Q CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O (n FOLLOWING OCCUR: Q LOT 032-03 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28"LLI • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 0 Q FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Z Z PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. — 0 >_ U) CONCRETE SLAB W/ 6x6 (-9 PROJECT NO: W W1.4 x W1.4 WWF OR 0 FIBERMESH j2021.009227 U-0" A.F_.F. SEE ARCH Z -------- --- -- - - O 2O" = DRAWN: a-e— --,1 4 (MAX CD 4 a ° DEEP) V p \ a — a ° W a _ — 4 — — CHKD: w MJP w iX�%%�\ \- /i, / 4" EXTENSION Q Q UNDER BRICK VENEER X ,``ttttlttt�����, � 12" UNDER 1 STORY WALL `����S�1N•!;ANf. f� U)w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� ,•'�G E NS�`'R ,ii' Z 16" UNDER 2 STORY WALL 0• • NO 85166 w/ (3) #4 OR (2) #5 CONT W = * ; cyS Z = Doign•d by: ` 6 BEARING CURB STEP SECTION ' •" " ` — O O •• 1411 tDIU435.:•(L�` 1 LU TYPICAL REINFORC BARS AT THICKENE FOOTING, SEE PLAN MIN 24" LONG #4 O BAR SET AT MID -DE OF SLAB, TYP ALL RE-ENTRANT CORN --.------ HOUSE SLAB! RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS ING <L '- '37/O1 i A► %%,,` D � QQ O_ 07-29-2021 Q R #5 1= W PTH U REVISIONS: ERs Q No. Description Date LU U) -- a i -- — ~ Z Z U o W F_ X W ST 2D 0- CMUIMETAL CONNECTOR ENGINEERING¢ I DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 I ib T-0" - 6'-8" 6'-8" _ 4'-10" - 3'78„- L-2 V41 T-8" 5'-8" 4'-8" 5'-10" 1 st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 6'-8" / 6'-8" ` 6'-8" I � O I I I I I I I I I i - I I I -�" L— __ _=J I -L-2 --- �� — l - - , T-8" 31-2" �K-- F 6'-8" �, T-8" 3'-8" 6'-8" L-1 4'-0" ■ __ ...__I ■ ■■ DL-8 1 6'41' 7' 0" GENERAL MASONRY NOTES DC1 U • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N U • 8U LINTELS MAY BE FILLED OR UNFILLED. N o • 8F LINTELS SHALL BE FILLED. N O • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. � APEX • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6' 8" O.C., U.N.O. (V c� • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. It I N • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0 • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS - -- N 5 MASONRY LEGEND M NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _ � P L NI INDICATES GROUT FILLED CELL WITH NO REINFORCING LLI J t S NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM J true design studios 30" LAP REQUIRED, TYP AS SHOWN 5 Z Q (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 0 30" LAP REQUIRED, TYP AS SHOWN Y U 9000 REGENCY SQUARE BLVD. � Ej OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211 O LEI NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, p HEIGHT OF DOWEL = HEIGHT OF COLUMN O FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o N (SEE SHEET ST- i & 5 FOR TYPICAL NOTES) M D.R.H 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N • , i OPENINGS. m 'I 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN W LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP W PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE < s ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: -� 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. (D W 4. HIGH UPLIFT CONNECTION: W • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. 0 • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL 0') WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. rL (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) IT FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 ti OR (2) SDWC15450 @ MAX 16" O.C. Z O U) • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. U j 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) - W W Z W LLM Z W m VJ iJ 0 LU w Z aC 0 W W LV W 0 J W O W X L Z U_ O _ T has been electronically signe sealed by Justin M Lanier, Z O I— PE on the date and/or time stamp shown using a digital signature. Q O Printed copies of this document are not considered signed and sealed W I— il and the signature must be verified by a 3rd Party Certificate Authority Z O on any electronic copy d U L_ p Abbott Park W Q O J U U) — — U_ Q LOT 032-03 D -- - W U Z Q rn rn � co - -- - - PROJECT NO: W - 2021009227 .0 LINTEL SCHEDULE i LINTEL Z DRAWN: LINTEL NO. MAX CLEAR OPENIP�G DESCRIPTION COMMENTS U CD 8 - C) W CHKD: L0 L-2 T-0" L-3 6'-0" L-4 8'-0" L-5-- - 8' 8" - L-6 T-0" L-7 - T-8" -- L-8 1'-4" --- L-9 4'-4" _ L-9.1 4'-4" L-10 8F-1-32 GARAGE DOOR X MJP U) 8U8 W W 8F-16 CL Q 8F-16 SGD Q X `tttttt�i�t►��� U 8F-16 — REAR PORCH _ < JSJIN• LA& �i U) 8F-16 REAR PORCH ��� J •.•�G E N S •• 9 �i� Ur 8F-16 REAR PORCH m • �' F.•' 8F-16 _ FRONT PORCH 0 Na 85166 ; :* W 8F-8 FRONT PO_RCH(ELEV A) Z oocogned by: 8F-16 FRONT PORCH(ELEV B,E&F) �'L3 • Ci 8F-16 WINDOW(ELEV F) O %� Ar E OF _- ..- ----- - W 'O�• 3F4671DAC R,3P �� W Z S ONA, �; o U) O 07-29-2021 f-- W U REVISIONS: U_ - -- - � No. Description Date -- w Q � U 0 -- U) O o o Z ---__ o U L1j I- X ST=3 W a CMUIMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 1st LEVEL ROOF & FLOOR FR 1/4" = 1'-0" WHEN PRINTED ON 22"04" AMING PLAN (2) META12 OR (2) HTSM20, 51--------------- 4 ---- i I i I ICI it i II III �I II I i O I ICI I I i! III i I I li III I Ii I �I , -------- --ram; i �I II II„ I I I I I I I �I ��I I I I I I TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26-0" 16" 13'-4" 17'-3" 20'-7" 16-10" 22'-0" 19'-9" 24" 10'-11" 14'-1" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING _ 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26'-0" 16" 11'-3" 17'-8" 23'-4" 26-0" 24" 9'-10" 15'-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.G. SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4' 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4' 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 2x6...................................(3) 16d COMMON 2x8.................................(5) 16d COMMON 2x10.................................(7) 16d COMMON 2x12.................................(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6...................................(3) W x 4-%" LONG #14 WOOD SCREWS PT 2x8...................................(5) '/:' x 4-'/2" LONG #14 WOOD SCREWS PT 2x10.................................(7) %" x 4-'/i' LONG #14 WOOD SCREWS PT 2x12.................................(9) Y4" x 4-%" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION — g U 0 Cl) 1 rn N �� V O CD0 LO 0 APEXC: O Q3 Cn N J LLd C, � W t S J � > true design studios Z O U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 _0 O O td W Cn 016HOMON' J ® / co W Z.,. Ci U Z W W O O O O tNr ` z ti O 0 U) Z 111 U Z LL m � W W W W z (a) < 0 w m > o 0 o W W W V W O W � X ILL L Z O T has been electronically Z _ signe sealed by Justin M Lanier, O 1­_ PE on the date and/or time stamp shown using a digital signature. 0 Printed copies of this document are W 0 not considered signed and sealed F— a and the signature must be verified Z It by a 3rd Party Certificate Authority 0 on any electronic copy U IL Q W Abbott Park Q O U _ - -- - LOT 032-03 0 I— Z Z } PROJECT NO: LU 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D 1 2021.009227 ❑ • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O U_ STAGGEREDz DRAWN: O • TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U CD LU CHKD: MJP U) LU a J Q a Q N Lq '��i Lo ` No 85106 W = * DocuSlgned by: Q op AGP435 Z ������� U Q¢ 0 07-29-2021 Q 1= W U REVISIONS: U_ -- -- I­_Q No. Description Date w U) J >- U ° _-_ 0 _ --- ----- — ------ - 0 U ❑ W 1— x ST=3A w a CMUIMETAL CONNECTOR ENGINEERING¢ DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 I' TRUSS TO TOP PLATE W W/ H2.5T OR RT7AT OR SDWC15600, LINO MOISTURE BARRIER ON PLAN BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS VERT. REINFORCING TO HAVE 10" STANDARD 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%" 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 TEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. Y2" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR '/i' WEDGE BOLT W/ MIN 4'/z" EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES ■ EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. ■ INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 30" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) MOISTI BARRIE OTHER (1) COL CMU B, BEAM CONTI I 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS, MIN 1%2" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1'/z" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS V'1/ MIN FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY -CORNERS 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS ALTERNATE WALL SECTIONS & TYPICAL DETAILS 1 . ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)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. (1)#; POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING STEP DOWN TIE -BEAM DIST, FROM DOORJAMB / WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOORJAMB / WINDOW TO BLOCK MIN. SCREW LENGTH OR 11/4' PER MANUF. 3" 5" 11/y 3 /4 3 7/16 5„ 115116 3 /4' 3 /4' 6„ 2 %4, 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS W DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 1x PER MANUFACTURER'S DETAILS TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O O N N O O O N N M J LL W J _J O U) Y O O W I— V) J m w 0.' ¢ U z W W O O O O i ti to Ill- z U) W z_ m ILL! W z z W 0 O J LL z _O O a O U O J LL U z 0 O J O U ua I— x W a 00 0 O Q z 0 Z) O F- F U li W } 0 O J O z U W H x W a APEX -C tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 z O w M� WLLWz W � w — NNNNNJ O V♦) Q O m J W W V W W LL T has been electronically Z sign, sealed by Justin M Lanier, O PE on the date and/or time stamp shown using a digital signature. Q Printed copies of this document are W not considered signed and sealed and the signature must be verified z by a 3rd Party Certificate Authority Fy on any electronic copy a ILL W Abbott Park —I U C/) LOT 032-03 p W ¢ Z 0 co PROJECT NO: ILL! 2021.009227 0 LL DRAWN: O CD o O CHKD: L0 MJP (1) W J ¢ �� '(IN LqN ♦'�i, � S4' C� z No 85166 ~ r Doc116igned by: � ' S ATE' OF .: 4•/ �O •••• 3F4671DACDf �5e.��/; • Y` 07-29-2021 ¢p W REVISIONS: w 2 No. Description Date w J ¢ U U H 0. O ST=5 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 4494450E-FF7444A2-BCD1-E858947E9096 TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2X6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACIr 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 PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1)H2.5Tw/(10)8dx1'/V 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING 8'-0" OR AS SHOWN ON PLAN 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 -- -- — (NOTE: IF META20 IS IMPROPERLY / INSTALLED, ATTACH TRUSS TO BOND FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY - AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10) 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. TYPICAL ROOF DECK SHEATHING \ MAX 3'-0" OVERHANG - CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END u FASCIA AND DRIP EDGE PER ARCHITECT ATTACH SOFFIT TO 2x BLOCK 2x SYP NAILER (IF REQ'D): OR UNDERSIDE OF 2x FASCIA • TO WOOD FRAME: (2) 0.131" PER MANUFACTURER x 3" NAILS @EACH STUD, MAX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK / NAILER MAX 24" O.C. W/ (1) 0.131" x 2%2' NAIL EACH INTERSECTION • TO CMU w/ PT NAILER: (2) ROWS 3/6" x 23/4" TAPCONS @ MAX 24" O.C. _ EE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). APACITY OF THIS DETAIL IS THE LESSER OF: F11) CHANNEL REQUIREMENTS SOFFIT MANUFACTURER ALLOWABLE PER MANUFACTURER PRESSURE. 2) +/-57.4 psf. - __- SOFFIT W/ MULTIPLE SPANS TYPICAL ROOF DECK SHEATHING CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT 2x SYP NAILER (IF REQ'D): - - ATTACH SOFFIT TO 2x BLOCK • TO WOOD FRAME: (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA @ EACH STUD, MAX 24" O.C. PER MANUFACTURER • TO CMU w/ PT NAILER: (2) ROWS 3/ fi' x MAX 16" SPAN 23/4" TAPCONS @ MAX 24" O.C. CHANNEL REQUIREMENTS PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE. 2) +/-340 psf. SOFFIT W/ SINGLE SPAN SF OFFIT DETAILS Soffit detail is intended to convey connections between members in the supporting structural frame, not the soffit connections to those members. Product manufacturer and evaluating engineer retain responsibility for d individual soffit products and their connection to supporting structural frame. UPLIFT CONNECTION PER TYPICAL WALL SECTION MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER 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) BOND BEAM REINFORCEMENT ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN H r PRE -CAST LINTEL #5 CONT. PER PLAN (1) #5 BAR AT CORNER 1 [n W/ MIN. 25" LAP ti N z 'I #5 CONT. -T G FILL BOTH LINTELS SOLID - _v _ W/ CONTINUOUS POUR T PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL -REINFORCING AT CORNER w'i (SEE WALL SECTION) Lu of w IFILL SOLID TO BOND BEAM w ~- 8 F - DEPTH OF LINTEL I i ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL, SEE PLAN. BOND BEAM REINFORCEMENT ' (SEE WALL SECTION) COURSING BELOW BOND j BEAM MAY BE FILLED OR 1 UNFILLED ' 8U8 - LINTEL MAY BE FILLED OR UNFILLED -- -- 8" PRECAST LINTEL. SEE PLAN. 8U8 --- —~- BOND BEAM ° REINFORCEMENT J r (SEE WALL SECTION) ='I - FILL SOLID TO BOND BEAM � - - w. W 1 LINTEL REINFORCEMENT 8 F -1 # - DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END --- --- -- GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1—# TYPICAL PRE -CAST LINTEL OPTIONS TRUSSES NEEDING BRACING ©I I O O a 0 C4 CN APES O O N Q co N N M LL t W S J � true design studios O W U 9000 REGENCY SQUARE BLVD. a) Q SUITE 100, JACKSONVILLE, FL 32211 —� O Q LATERAL BRACING - MULTIPLE TRUSSES LU W � C7 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). ? 0) 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY �'� `0 CONTACT THE ENGINEER OF RECORD FOR APPROPRIATEU BRACING DETAILS. N 0' 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS 0 NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). J 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. 00 AX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. - SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. 'IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE a,X TO EACH FACE OF WEB. TOP OF WALL 8'-1" ABOVE 1 rLOF OPENING F. F. E. 2x6xl2 PT - -, CENTER BUCK \ TOP OF GARAGE DOOR 6'-1 'ABOVE_._____ - - - � -- --- F E F. E. a8" DIA. ANCHOR 4'-9" ABOVE 2,<4 PT TOP BUCK F.F.E. ry 2x6 PT BUCK EACH SIDE OF OPENING 2'-9" ABOVE \ F. F. E. j PROVIDE (5) 48" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR wl 5 '/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %." x 4,," U-9" ABOVE _ f THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB i F. F. E. / y TOP OF GARAGE DOOR JAMB DETAIL FLOOR \i\ Q � d CONTINUOUS LATERAL RESTRAINT WEB l BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR_ TOR L SCAB �1 2x4 _ 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4" 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2X6 (2)2x4" 2x8 1 ROW 2x6 (1)2x8 i 2x8 2 ROWS 2x6 (2)2x6" CA U Z W W O O O O ti I SINGLE TRUSS BRACING u7 III - O Cn 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Z Uj RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. (%j LU MU)M W Z um 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Uj SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. W z 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. m O v V ) of LU W W VERTICAL BARS TO EXTEND TO Z O TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM W > Q 0 ----------------- o Uj W V w� 0 �. Lu x LL LL - Z T has been electronically O signe sealed by Justin M Lanier, 0 I- PE on the date and/or time stamp Q shown using a digital signature. Q W Printed copies of this document are LLI 0 not considered signed and sealed I— a- and the signature must be verified Z -------- .. by a 3rd Party Certificate Authority O on any electronic copy d U U- Uj Abbott Park O U PRECAST LINTEL SEE J PLAN ¢ LOT 032-03 w EXTEND REINFORCING TO Z Z END OF PIER W/ 6" BEND TO z LAP WALL REINFORCING AS SHOWN. C9 PROJECT NO: 11J MIN (2) SOLID FILLED & O 2021.009227 REINFORCED CELLS W/ NO.5 11- VERT. BAR ADJACENT TO Z DRAWN: O GARAGE DOOR OPENINGS. V CD o LLI O NO.5 VERT. BAR IN FILLED F- CHKD: In CELL AT EACH END OF PIER X MJP W LU NO. 5 DOWEL TO MATCH EACH Q Q SOLID FILLED & REINFORCED XX ���Itrrrrrr� U CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING N S •;Ci9 ����� W/ MIN 25" LAP UNLESS NOTED ��� .•'�, �` •. 0 OTHERWISE ON DOWEL & LINTEL m : 0 Z PLACEMENT PLAN. MIN 6" BEND 0 NO 85166 AT BOTTOM. Z * ; Docuignod by: CONCRETE O O: ST A) �14, , F4 A EFF435..• FOUNDATION WORK LU AN'%k4 O Q••�\�,�� (/) PER PLAN ����` • ••0 R I , �% C� Z i,��� N A1-E� .�`% Z_ U) a O 07-29-2021 p _----------- - - - --- H W N U REVISIONS: w X \ LL _ \ Q No. Description Date / / / W \ / x (n J \ \ } a 0 F- GARAGE SHEAR PIER z a U � W I— X ST=6 a. CMUIMETAL CONNECTOR ENGINEERING¢