Loading...
HomeMy WebLinkAbout38360 Springhead Ln— 11 1 1 � _ L _ !LL 11 ' DocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F11EFF31`4 l JL�I I LI I I l I_nt ..-1]] — -- - 1 ' I I Itl'i l 'L.I_' '�"r� �t !re m idle �t er I m l l - -- 1 I n II' - DRAWING INDEX ARCHITECTURAL SHEET NO. SHEET NAME A000 A110 ARCHITECTURAL GENERAL NOTES 1st LEVEL FLOOR PLANS A200 ELEVATIONS _ _ A400 A405 WALL SECTIONS DETAILS A500 DETAILS A501 DETAILS STRUCTURAL SHEET NO. I SHEET NAME ST-1 ST-2 STRUCTURAL SPECIFICATIONS FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN 1st LEVEL ROOF FRAMING PLAN TYPICAL WALL SECTIONS ST-3A ST-5 ST-6 SECTIONS AND DETAILS DR HORTON 1844 LAUREL ELEVATION D Abbott Park,, LOT 020=03=113I ELECTRICAL SHEET NO. ISHEET NAME E100 1st LEVEL ELECTRICAL PLAN --- ^ , CITY '�7p KAN W_-X#47vt,­LL ALL 0! G(aDE�. NA�'IUr. ORDINANCbo 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' CK�LIItmLiP�L��l_l;�y_1 1 st Floor 11844 SF 1844 S F UNCONDITIONED AREA Garage 437 SF Entry 137 SF_ Lanai 139 SF 713 SF Grand total 2557 SF VOLUME 1st Floor 17212 CF Grand total J� 17212 CF LING Il- p NT U LO O �' U) APEX z x to C. m � w w z z tds Q true design studios 0 J 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 0 Q � c O 0 fl#ft#H0ff0N' a) O ILL Q c U Z_ } (D O J O z 2 U w H x Jw Q LU `n w m ❑ D z Lu w o O U)z w J Q O Z � W � o - � LJ w W 00 O� Q o ILL r �- LU (n ti x O z O O z ❑ w U z � Abbott Park cl� x a- w a LOT 020-03-1 B w Q Q U U) w PROJECT NO 2021.014970 z (D DRAWN: CD w _ — ❑ CHKD. JAC U_ 0 0 O LO U) LU J U U) r� U Z_ Q ❑ 12-29-2021 (D _z REVISIONS: No. Description I Date ❑ iw U) - w j� w U) I- 0000 z 0 DocuSign Envelope ID. 64039112-CEE74F45-AD73-5621"11EFF3F4 I Foote Re -Bar (sized according to foundation plan) ♦ G- #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to Footer steel w/ (2) ground clamps 5' apart UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SAME AS UNDERGROUND 150 OR 200 150 = #1 Copper or 2/ 0 Aluminum AMP SERVICE 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. A/C DISCONNECT i (M-ETIR)IN i DISC. - #12 COPPER TO APPLIANCES AND GFI 150 5OMP TYPICAL 0 R N.T.S. ELECTRICAL _ #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER - SERV. BY #8 COPPER TO RANGE ERV. B#6 COPPER TO HVAC POWER CO. \1 #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 AC AIR CONDITIONER • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V AFF ABOVE FINISHED FLOOR BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AHU AIR HANDLER UNIT AFCI PROTECTION BLK BLOCK CABS CABINETS • CARBON MONOXIDE PROTECTION PER FLORIDA CLG CEILING STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' CHR CHAIR RAIL OF EVERY SLEEPING ROOM COFF COFFERED COL COLUMN • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE DBL DOUBLE DIAG DIAGONAL GFCI-PROTECTED DR DOOR DRY DRYER • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V DW DISHWASHER RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN EB EYEBROW NON -DWELLING OCCUPANCIES-i.e. OUTDOOR FL FLOOR LINE (MAT. CHANGE) SUMMER KITCHENS RECEPTACLES) MUST BE FLR FLOOR GFCI-PROTECTED FP FIREPLACE FXD FIXED • PER NEC SECTION 406.8(B)(1) 15A & 20A FXT FIXTURE RECEPTACLES IN A WET LOCATION MUST BE WITHIN GLS GLASS AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN HB HOSE BIB ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING KS KNEE SPACE RECEPTACLES SHALL BE LISTED AS WEATHER LAV LAVATORY RESISTANT LT LAUNDRY TUB MRBL MARBLE • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL MC MEDICINE CABINET 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS MIR MIRROR TAMPER -RESISTANT MTL METAL OH OVERHEAD • PER NEC SECTION 800.156 NO LESS THAN ONE OPNG OPENING COMMUNICATION OUTLET SHALL BE INSTALLED OPT OPTIONAL WITHIN EACH DWELLING UNIT R & S CLOTHES ROD and SHELF REF REFRIGERATOR • PER NEC SECTION R314.3 AND R315.1 SMOKE SD SOAP DISH DETECTORS TO BE INSTALLED INSIDE EACH SDLTS SIDE LIGHTS SLEEPING AREA SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED SHWR SHOWER IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO TB TOWEL BAR INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR TPH TOILET PAPER HOLDER APPROVED EQUAL T&S TUB and SHOWER TEMP TEMPERED • PROVIDE GAS DROPS AS PER COMMUNITY ONLY TR TRANSOM VOL VOLUME WC WATER CLOSET • JUNCTION BOX AT WATER HEATER, RANGE AND/OR WD WOOD DRYER TO BE 220V IN NON GAS COMMUNITIES, AND WH WATER HEATER 110V IN COMMUNITIES THAT HAVE GAS OPTIONS WNCT WAINSCOT PROVIDE APPROPRIATE RECEPTACLE PER WS WATER SOFTENER APPLIANCE WASH WASHER • 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 - 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 EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS TRIM, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A PAINTED FINISH PER BLDR SPECS, SEE ELEVATION FOR DEPTH OR RAISED TRIM • SIDE AND REAR ELEVATIONS TRIM AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL TRIM SHALL RECEIVE A PAINTED FINISH PER BLDR SPECS • 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 • WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS • 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 ROOF VENT CALCULATION INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST I EQUIVALENT TO TWO LAYERS OF GRADE D PAPER FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING `144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE 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 THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER FBC R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING r` o r` O ° APEX W � Z qj m W W Z Z � W tds -6 Q true design studies N O J 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 p of O O 061HOMON' U /i 6' f O OKM=� J IL U Z N f} v O O Z 2 U W H w J W W ") Q W p m o z W W Z O VJ O w Q O Q Z q• W o 41 � W I- 00 W 0� o t Q U) X O Z J O O o Z W = H U Z Abbott Park X a W a LOT 020-03-1 B w Q U 0 W PROJECT NO: F- 2021.014970 z O DRAWN: CD w - - o CHKD: tL JAC O 0 0 LO W w J Q U U) (D Z_ W 12-29-2021 (D Z REVISIONS: No. Description Date w U) - w w W I_ AOOO Z O I") DocuSign Envelope ID. 64039112-CEE74F45-AD73-562F11EFF3F4 i I ,i 1i AC COND V) Ln w oc = Uj w = CO - — = - Ln O O In 00 0 (V r- ao CMU COLUMN (RE: STRUCT) 15'-0" 17'-10" HB 5-3 1 /2" I 3040 SH TEMP 8' - 0� H.H. ----------� I M `.. 0" 1 I BEDROOM 1 9'-4" CLG I TRAY TO 10'-0" I 00 I I N � u-/ I I_ I I `o I I � I u7 I I I I I 3 9 I v _ L— — — — — — — — — — — — — — — — — — — C? 9'-0 3/4", 2'-2 in1 /4" 2 2668 N Ln �' WIC W 9'-4" CLG 66 V) i 1S&1R _ L? �n 1 C51 a LU -- U) LANAI o 9'-4" CLG O) _ I � I 100 102 CL DINING W = 9'-4" CLG Ln o 0 L 00 CV OM M 11001 3050 SH 8' - 0" H. H. I 01 i 4'-6" * — 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 6'-0" 13'-6" GREAT ROOM 9'-4" CLG 9'-7" . 21'-5" 25-11" 65'-0" 10'-4" I 3050 SH EGRESS 8' - 0" H. H. BEDROOM 3 9'-4" CLG 10'-4" FL ' '-0 1 /2" 5'-9" 2'-8" 27'-7" DINING 9'-4" CLG �4 60 2'-4" - 3'-0" 6'-1" 56'-8" 65-0" I 11'-10" BEDROOM 2 9'-4" CLG M9'-10" -- ENTRY 9'-4" CLG M 13'-3" S-11" 2'-2" 3'-5" CMU COLUMN (RE: STRUCT) -- [1 8] II N , N M w , II (D I i 0) LnC) o bo I j o Ii I' o —_a � I U I I Uj w = L� III I 7 Ln O i I zo o00 I I M II co 11 4'-4" I� i II 6„ I 1 , -5„ 80 ENTRY W/(2) 1080 SIDELITES (TEMP) _... _ _....-.-_ I i GARAGE 9'-4" CLG I� � I I N I I I L_--J ELEC PANEL i — ALTERNATE AC COND LOCATION 21'-8" IZU. 0 C? zo :M O N FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) E 100 - PROVIDE FURRING AS NEEDED 101 - 2x6 WALL 102 - DOUBLE WALL (2-2x4 U.N.O.) cy 103 - 42" HIGH HALF WALL WITH CAP 0 p 104 - DOOR HEIGHT DIFFERS w APEX r- (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. w (SEE PLANS FOR WIDTH) Z x a) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) m 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 w 109 - 36" HIGH HANDRAIL Z 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE (Dtds -OR- 20 MIN FIRE RATED Z 111 - ATTIC ACCESS - SIZE AS NOTED W 20 MIN FIRE RATED Q true design studios 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) O J 9000 REGENCY SQUARE BLVD. flu 120 - RECESSED TILE SHOWER - SIZE AS NOTED W SUITE 100, JACKSONVILLE, FL 32211 121 - TILE SHOWER WITH CURB - SIZE AS NOTED O 904.821.5200 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 Q 124 - GARDEN TUB - SIZE AS NOTED w 125 - TEMPERED GLASS SHOWER ENCLOSURE Q _ 126 - TEMPERED GLASS SHOWER ENCLOSURE D- ON 42" H 1/2 WALL w/SLP TOP � 0110MON' � 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH Q 129 - LAUNDRY SINK p 130 - SINK O 140 - OVERHEAD CABINET J 141 - REFRIGERATOR - OPTIONAL W 142 - DISHWASHER Q 143 - RANGE WITH MICRO HOOD 144 - COOKTOP Z N 145 - DOUBLE OVEN } 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL O J 160 - INSTALL MECH PROTECTION PER CODE O 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY Z 2 162 - LOUVERED DOOR 0 163 - METAL A/C STAND w 164 - BOLLARD AS REQ. PER BUILDING CODE ~ w J 180 - EXTERIOR HEADER a - (RE: (RE: ELEVATION) Q U) 181 - SYNTHETIC STONE VENEER Q Uj N W - 1■1■■ WALL LEGEND m LU 0 = z W w 9'-4" HT CMU WALL Z O O 1 V-4" HT CMU WALL w Q O Q Z d. W p J W O W W Q �- 00 o f•- 0 r ILL Q X O z O O z 0 T- o W z Z Abbott Park laf X a w - -- U- a- LOT 020-03-1 B w Q J Q U) 0 Uj PROJECT NO �- 2021.014970 z DRAWN: CD F w cl CHKD JAC U- O O u7 cn 12-29-2021 O z REVISIONS: < P No. Description Date 0 -_ - - w w W I = W -- - - J U U) A110 0 O 0 iDocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F1 1 EFF3F4 __1st LEVEL BRG 1st LEVEL FIFE PT 2x BLOCKIN TOP & BOT OF BEAM LEFT ELEVATION 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ROOF / TRUSS CONNECTION (RE: STRUCTURAL) --- BEARING HEIGHT FINISH at BEAM PER at PLAN (RE: ELEV) + Z= rjZ rj aLL MTL FLASHING at COL CAP SET IN BEAD OF CONT SEALANT PT BLOCKING at CAP PLAIN TAPERED COLUMN WRAP INSTALLED PER MFR WRITTEN INSTRUCTIONS W/ 4" CAP & BASE PER BLDR SPECS 8" CMU PT BLOCKING STONE LEDGE DECORATIVE STONE VENEER 12" CMU BASE F. F. CONCRETE _.. SLAB at ENTRY O` 1 COLUMN DETAIL \\A200 1/2" = 1'-0" WHEN PRINTED ON 22"x34" z O Q W J W z O Q w ROOF VENTILATION �- VENT VENT PROP LINEAL PROP LArealHIGH L LOW _1_# RATIO HIGH -FT LOW 2557 SF 614 in2-7614 in�4 144 576 125 1148.75 i ROOF PLAN 1/8" = V-0" WHEN PRINTED ON 22"x34" � nay RIDGE ii I I 8" (TYP at ! GABLE END) , .I I' I' .I I� N �i 5:12 RIDGE • ELEVATION KEY NOTES (SEE SHEETA000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF E''' 201 - SHINGLE ROOF �'. 202 - TAMKO OFF RIDGE VENT ? 203 - LOMANCO ROOF VENT O O 204 - MILLENNIUM ROOF VENT APE 00 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT U) v 221 - CEMENT PLASTER FINISH - OVER CONCRETE Z x - MASONRY SHALL BE 1/2" THICK TEXTURED PER U) a 12 COMMUNITY SPECIFICATIONS Z 5 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 00 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8'' (3 COAT) TEXTURED PER COMMUNITY L11 SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER Z Q 1st LEVEL BRG 1st LEVEL BRG 1st LEVEL BRG BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR - T - -- - 9__4„ 70_4-- --------- SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE Z FURRED OUT FROM BACKING FROM AN APPROVE w t Q �l METHOD IN ACCORDANCE WITH FBC R703.7 true (D „. < d si - - - - - SEE GENERAL NOTES A000 FOR SPECIFICATI ONS 0 - FIBER SIDING 223 BER CEMENT CE LAP G 224 - FIBER CEMENT SHAKE SIDING - O - 225- FIBER CEMENT BOARD SIDING G J 9 000 REGENCY SQUARE UARE BLVD. v 1st LEVEL FFE 1st LEVEL FFE 1st LEVEL FFE ,:. : ;:,.:. _.::-., , ;::.: r :'':'r-' ' SUITE 100 JACKSONVILLE FL 32211 ----:- - NE VENEER _ ___ �_.._-__-____ 226 SYNTHETIC STONE 011 221 227 - STONE LEDGE O 904.821.5200 O 228 - BRICK VENEER 229 - FOAM CAP Q tY RIT ELEVATION O N 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN a_ - - 259 - 2"x TRIM - SIZE AS NOTED O 0110HION Q) 1/8" = V-0" WHEN PRINTED ON 22"x34" 260 - CV BAND - SIZE AS NOTED - 1 PROJ U.N.O. U 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O. Q 262 - 1"x TRIM -SIZE AS NOTED 0 f's`+ 0�� ^ 263 - DECORATIVE SHUTTER - SIZE AS NOTED < 1�� 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT _j 265 - DECORATIVE LOUVER - SIZE AS NOTED L Q 266 - 4" DECORATIVE DRAIN TILES Q 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS U Z_ 280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE. } 4 OF LIGHT TO BE 6-0" A.F F. U.N.O O J O ice\ 2 i 12 w / 5 1— w mmi 1st LEVEL BRG _ 1st LEVEL BRG Q U) 9' 4, - ------ -- _ - 9, 4' x L uj Q Q -LJ wa, co z O to 1st LEVEL FIFE1st LEVEL FFE — • w J Q 0 Q REAR ELEVATION _ a �. J w 1/8" = 1' 0" WHEN PRINTED ON 22"x34" I-- Q w mow/ Q_ I-- L 0 LL TOM c/) x 0 0 O 0 z w _ I- U Z � Abbott Park 1211� x a- w LL °- LOT 020-03-1 B w Q BUILDING HEIGHT AFFY HEIGHT ABV GRADE) - 12"x24" 265j _"' 18'-07/8° ( - - --- 18'-87/s —-------� 22 4"[2E 1st LEVEL BRG 4" L260} _- 280 6" 260] F r— y,,�` 1st LEVEL FFE moo; 0„ - - - - FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" N 12 Qs F BUILDING HEIGHT (AFFS SD) 260 12" 1st LEVEL BRG 1st LEVEL FIFE u-0' J Q U U) 0 PROJECT NO: LLI I- 2021.014970 z DRAWN: CD U) w - — _ - CHKD: JAC 0 0 0 LO U) U) 12-29-2021 (D _z REVISIONS: Q fy No. Description Date cl U) w w - J 0 H O A200 Z O 0 DocuSign Envelope ID: 64039112-CEE741`45-AD73-5621`11EFF3F4 I_L___1 J1 I -•_ !, -1 I i r_1i1 i i ir,1 1 11111111 11-1 1 11t 1 1 1 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING - \ INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCTURAL) 'L�OF PLAN) 2x4 BLOCKING at 24" OC ALUMINUM DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1193 FIBER CEMENT - OR VIN LAP SIDING PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FRC STRUCTURE)(TYP ALL VARIES (RE: 12 ELEVATION) 0041 141'I� 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 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR rk, 0'-0" INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 FOUNDATION/FOOTING VARIES (RE- STRUCTURAL) 1 DTYP ONE-STORY WALL SECTION 1,A400 SCALE: 1" = 1'-0" ti 5 U Cy O ° W APEX0 U) a) z Q) W m w w z (9 t S -6 w Q true design studios N iY O -j 9000 REGENCY SQUARE BLVD. aD u- SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p < c O a- 0 11HOMON' U � QIn. F V� { O LL Q U z_ O 1 O z 2 U w H X w W � w OC It m z ❑ = w w Z O U) O I- w Q O Q z w p Z) J w 0 w ,. 00 W o LLV- Q U X O O z J O O ❑ z w = I- U Z � Abbott Park X °- w LL w LOT 020-03-1 B w Q J ❑ w PROJECT NO �- 2021.014970 z -- - (D DRAWN CD w CHKD: � JAC p 0 0 LO U) w J U U) O z Q 12-29-2021 O z REVISIONS: < No. Description Date ❑ W 1 � -- - - w w IQ - - — U W O A400 z O ❑ DocuSign Envelope ID. 64039112-CEE7-4F45-AD73-562F11EFF3F4 TRADITIONAL HARD -COAT - STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. VERTICAL AND HORIZ CONTROL JOINTS AS REQ'D FASTEN ZIP SYSTEM SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR LOCAL BUILDING CODE TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEM@ TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) ­1 CODE -APPROVED VINYL WEEP SCREED TO LAP CMU WALL MIN 2" CMU MASONRY WALL *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. METAL LATH ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER. ZIP SYSTEM ® TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEM SHEATHING.) OVERLAP TAPE A MIN V AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEMS ® SHEATHING WITH HARD COAT STUCCO AT 2ND LEVEL BLOCK TO FRAME TRANSITION) hese construction details are provided to assist in the installation of Zip System ®pproduct(s) and may not apply to every situation Manufacturer accepts no responsibility or hability for the use of these or other construction details i WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS @ SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENI PANELEDGES ZIP SYSTEM ® TAPE (INSTALLED OVER AL JOINTS IN ZIP SYSTEI SHEATHING.) OVERLAP TAPE A MIN OF 1" AT ALL T-JOINT: 1/8" GAP RECOMMEN FASTEN ZIP SYSTEM REQUIRED BY ENGIN AND/OR LOCAL BUILL CMU N *ZIP SYSTEM® SHEATHING IS APPRUVtU I U REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT 2ND LEVEL BLOCK TO FRAME TRANSITION) hese construction details are provided to assist in the installation of Zip System ® product(s) and may not apply to every situation Manufacturer accepts no responsibility or liability for the use of these or other construction details. WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEM ® TAPE (INSTALL OVER ALL JOINTS IN ZIP SYS7 SHEATHING.) OVERLAP TAPE A MINIMUM OF V AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT I FASTEN ZIP SYSTEM @ SHEA ENGINEER -OF -RECORD AND/( *ZIP SYSTEMO SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ®product(s) and may not apply to every situation Manufacturer accepts no responsibility or liability for the use of these or other construction details. TRADITIONAL HARD -COAT - STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. METAL LATH MORTAR SETTING BED ON ONE LAYER OF WATER -RESISTIVE TOP OF MORTAR SCRATCH VAPOR -PERMEABLE BARRIER WITH A COAT IN ACCORDANCE PERFORMANCE AT LEAST EQUIVALENT WITH MANUFACTURER'S TO GRADE D BUILDING PAPER. INSTALLATION /--ZIP SYSTEM@ SHEATHING* RECOMMENDATIONS WOOD OR LT, GA. METAL STUDS Y TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEM& TAPE OR ADHESIVE FOUNDATION BACKED FLASHING. (MUST MEET AC148) VERTICAL AND HORIZONTAL A CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY a. ^ TYPE AND LOCATION. CODE -APPROVED WEEP ^ SCREED AT BASE OF WALL *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS® HARD COAT STUCCO AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ® product(s) and ma I not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details NATURAL OR MANUF — STONE VENEER. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOUNDATION DRIP EDGE FLASHING OR WEEP SCREED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AT BASE OF ZIP SYSTEM WALL SHEATHING r— p IT U L0 cy W APEX � (1) W w X z_ U 00 w w z (D z w t S (D Q true design studios 0_ O —1 9000 REGENCY SQUARE BLVD. N ILL Z SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p O 12 0 ' 041HOMN d A E O J LL ,r Q U z (D O J O z U w F- x W w U) o w m z w w z O w a w J Q 0 Q > z qq w o o ,�, �' w 0 M w w i= W a r V— U) x 0 O z 1 O O 0 z w U z � Abbott Park a x w - LL n- LOT 020-03-1 B w Q ZIP SYSTEM@ SHEATHING.* LATH *ZIP SYSTEM@ SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. WOOD OR LT. GA. METAL STUDS ONE LAYER OF WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO GRADE D BUILDING PAPER TOP EDGE OF DRIP EDGE FLASHING TAPED TO ZIP SYSTEM SHEATHING SURFACE W/ ZIP SYSTEM TAPE OF ADHESIVE BACKED FLASHING. (MUST MEET AC148) ZIP SYSTEMS® SHEATHING w/ ADHERED STONE AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip System ® product(s) and may not apply to every situation Manufacturer accepts no responsibility or liability for the use of these or other construction details U U) 0 LJJ PROJECT NO F- 2021.014970 z DRAWN CD w CHKD JAC U— O w J U (n 0 zz Q co 12-29-2021 (D z REVISIONS: < No. Description Date 0 -- - w U) — w w V) 0 A405 z O 0 II Ill . I I 1 11 " DocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F11EFF31`4 I I I ' .I F1I, I .., I I' 111'I :. J i ��,,• ea... __ e id ��� , i.l I 1. i _ 1� - _. __ — _ ROOF CEMENT WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METALLATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5"xS' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A O 1. FOLD INWARD at PT. A 2. CREASE at PT. B ®FOLD FOLD at 45° An 1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM FELT UN SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® ®FOLD at 77" GE WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOF/WALL SCREED 5x5 WALL FLASHING bo LU IY OZ 0 Zw >IL x x KICK OUT x x x FLASHING x (SEE DETAIL) k l� WATER TIGHT (BEND OR SOL FASCIA WRAP NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS BLDG PAPER UNDER'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWI FOR BOX 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 #1 STEP #3 STEP #5 WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 ELECTRICAL RECEPTACLE V 2x SUB-BAND\W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & •� STICK \ 1 DRIP EDGE ) e7,," TEXTURED \ \ r FINISH @WOODr " EXTURED FINISH @ CMU 1 1/8"r • \ FASCJA WRAP\'e' FROM METAL STUCCOI, FROM WOOD WALL V// j \ EXTERIOR WALL \ f/ ffR"AME OR CMU) \ \ \ NOTE: NOTCH FOR 2x6 SUB \ ROOF KICK OUT \ ONLY REMOVED FOR CLARITY \BAND \ ROOF DECK (BEYOND) \ \\ nolo cncC: V- n= IA/AI I --------------- ( ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6%8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 1 "x4" NOTCH @ ENE METAL WRAP FASCIA 2x6 SUB B/ DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL a WALL WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING OVER APPROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BLDG PAPER 8" STEP #2 STEP #4 STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 1 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 (a- WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 1" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK 'ROOF CEMENT @ ROOF EDGE OMITTED FOR CLARITY k1L (� WALL W/ KICK -OUT SCALE- N.T.S. 0 lf') O ° W APEX U) W z U) Q. m w W z .• z tds -6 W Q true design studios IY O J 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p It O a H U)11OWN' °' U :3 o 0 a af J LL Q U Z N 0 O J O Z _ U W I— X W / ^ Q Uj V J Q W m o z �Uj W Z V J O _ O W = Q O Q z W 0 o �' J W 0 M W W/ Q r Q U) x O Oz O O z w 2 U Z Abbott Park 0� W W — - - LL LOT 020-03-1 B w Q U U) 0 PROJECT NO: F- 2021.014970 z DRAWN CD w -- CHKD. oLL JAC O 0 O u7 0 W J Q U U) U) z Q I U) 12-29-2021 O Z REVISIONS: Q Q.' No. Description Date - — --I LW -- ---- Uj --- J Q 0 A500 z O G DocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F11EFF3F4 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS.. FLANGE CASING BEAD CASING BEAD at WN SCALE: N.T.S. v CEMENT PLASTER .`'X75/8" 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH 9MU I 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. 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 1/2" = V-0" PRE -FORMED CONTROL / \ JOINT W/ STRIP LATH 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE -- a - -- FLASHING CENTERED UNDER T• -*�V : � CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) r r' L \ , CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. T—� CORNER BEAD (FASTENER & SPACING at 7 0.C.) ;MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. CMU WALL W/ §8 STUCCO FINISH x IX (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) WOOD BLOCKING--- SELF ADHESIVE -OR- FLUID APPLIED FLASHING HING CLEAN S MASONRY BEFORE APPLYING) PT I WOOD BUCK VINYL FLANGE CASING BEAD SHIM AS NEEDED INSTALLED PER MFR WRITTEN SPECS (TYP) 48' BACKER ROD W/ SEALANT INTERIOR EXTERIOR WINDOW JAMB at CMU SCALE: 1 1/2" = 1'-0" 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 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 GALV'D METAL ILI '7' FLASHING DO NOT CAULK OR 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 48" BACKER ROD W/ SEALANT VINYL FLANGE CASING BEAD GYP BRD OVER — INSTALLED PER MFR 1x2 TREATED --- WRITTEN SPECS (TYP) FURRING STRIPS CMU STEMWALL W/ at CMU WALL (TYP) 48' STUCCO FINISH (RE: STRUCTURAL) INTERIOR EXTERIOR WINDOW SILL at CMU SCALE: 1 ti2" = V-0" ELECTRIC ME' FIELD VERIFY LOCATION AREA TO RECL, STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL '7' FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD SCALE: N.T.S. 1z" GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR WD SHEATHING (RE: STRUCT) NISH COATING OVER PRIMED THREE COAT STUCCO FINISH (%" NOM) OVER GALV MTL LATH OVER 15# FELT OVER APPROVED HOUSEWRAP WD SHEATHING (RE: STRUCT) -FASTEN TO WD STRUCTURAL MEMBER at 7" O.C. MAX TO %" MID -WALL WEEP SCREED z� CV J 6" WIDE STRIP SELF ADHESIVE LASHING, CLEAN MASONRY BEFORE APPLYING -1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS DNE (1) G ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT 7 SCALE: N.T.S. F FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE - 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. V. i ,i CMU LINTEL (RE: STRUCTURAL) DOOR HEAD at CMU CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED FLASHING (CLEAN MASONRY BEFORE METALI DOOR FRAME EXTERIOR SCALE.- 1 y2" = V-0" " GYP BIRD 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 MASONRY BEFORE METALI DOOR FRAME EXTERIOR SCALE: 1 ti2" = V-0" ~ O � U tf O O APEX W O z U) m 013 W W z :f f 0 c- t S W Q true design studies a) Of O J 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p Q � 0� c: O (I U) U D-RHOMN Q) O J zz LL a U Z i� O z 2 U W f_ X W r ^ X w m ❑ D Z �w W O U) z _ o W J Q O Q > z qq* W 0 U)J W O IT w LLI Q I— W 0. ❑ LL r LL Q W X O z J O O o z W _ I H U z Abbott Park X LOT 020-03-1 B w Q J U 12 PROJECT NO 2021.014970 z DRAWN: W CD w - -_ -- - --- - - - ❑ CHKD LL JAC p O u7 U) W _J Q U U) U) CD z_ Q 12-29-2021 O z REVISIONS: < No. Description Date ❑ -- W Uj - --- I - - _ I ~ W — -- J Q - .._.. U U) F_ O A501 z 0 DocuSign Envelope ID: 64039112-CEE74F45-AD73-562F11EFF3F4 — - -- AFi AC COND a 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME GARAGE DOOR t SWITCH 4-WAY G BUTTON cii GARAGE DOOR DIMMER SWITCH OPENER GFCI DUPLEX OUTLET W 220 VOLT OUTLET DUPLEX OUTLET GFI CEILING OUTLET (b AFCI DUPLEX OUTLET FLOOR OUTLET R B ® SMOKE DETECTOR JUNCTION BOX CARBON MONOXIDE © CARBON MONOXIDE & DETECTOR A SMOKE DETECTOR fh TELEVISION OUTLET NETWORK OUTLET PANELSERVICE PANEL II TELEPHONE OUTLET SERVICE METER m GARBAGE DISPOSAL M WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT BATH FAN & LIGHT STAIR LIGHT BATH FAN -VENT TO EXT COMBO - VENT TO EXT CLOSET CASTER CASTER LIGHT UNDER CABINET LIGHT PULL CHAIN LIGHT FLUSH MOUNT LIGHT HANGING PENDANT 4- KEYLESS LIGHT HANGING HANGING LIGHT MINIATURE PUCK PNDT LIGHT LED FLUSH MOUNT MINI LIGHT RECESSED EYEBALL DISC LIGHT ® LIGHT FLUORESCENT LIGHT PFLUORESCENT LIGHT RECTANGULAR FIR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN PRE -WIRE FOR LIGHTED CLG FAN w/ CEILING FAN LIGHT ROUGH -IN r~ o t� O O U) APEX _C c/) 0 z_ U) Q 7 m LU W z (D d t s W Q Q true design studios � o -� 9000 REGENCY SQUARE BLVD. a) W SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p Q "_` BUNION :D U .� L_ �4�&..a3 Spa .y�,q��'�``°a O LL Q U z_ O J O z _ W I— x W r ^ Q Luv JxW Q 0 m ❑ = z w w O c) z o w = Q O Q � z d. W o J W O W W 00 ❑ Q U) x O z J O O ❑ z W U z Abbott Park w x a- uw LL a. LOT 020-03-1 B w Q J Q U W PROJECT NO I- 2021.014970 z DRAWN: c/) CD W CHKD JAC LL O 0 O D7 W J Q U C� z_ Q ❑ U) 12-29-2021 (D z_ REVISIONS: < No. Description Date ❑ w U) --- W W < U I- O El 00 z 0 DocuSign Envelope ID. 64039112-CEE7-41`45-AU73-5621"11EFF3174 DESIGN CRITERIA AND LOADS Building 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 WIND LOADING.........................................Cd = 1.60 ASCE 7-16, 3S GUST.......................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY .................................. C BUILDING CATEGORY... ........ ......................... II ENCLOSURE CLASSIFICATION .................... ENCLOSED INTERNAL PRESSURE COEFF...... .............. 0.18 C&C DESIGN PRESSURES ......... ................... (SEE TABLE 1) FLOOR LOADING.... .. ...... .. ........... ................. Cd = 1.00 TOP CHORD LIVE LOAD ..... ...... .... .............. -40 PSF TOP CHORD DEAD LOAD ..... .........................10 PSF BOTTOM CHORD LIVE LOAD _.............__....0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR GAME ROOM LOADING....0 = 1.00 SPEC 00 1 ( d 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 FLOOR JOIST OR TRUSS ............................. LL / 480 TL / 360 BEAMS' ........ ......................... ....................... ILL / 360 - TL/240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED 3/4" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone Ill 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 WIDTH' 8 FT PRESSURE (PSF) +25.4/-32 _ 10 FT +25.02/-30.4 16 FT +24.1/-28 18 FT +23.9/-27.5 "GARAGE DOOR HEIGHT MAY BE 6'-8" OR HIGHER END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST4.0' PER FIGURE R301.2 (7) L- 1 ST FLOOR 4.0 F (TYP) END ZONE DESIGNATION DIAMETER LENGTH 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2-%e' RSRS-03 0.131" 2-'/2" 10d x 1-'/z" 0.148" 1-'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-'/4' Ill COMMON 0.162" 3-%" TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTFS .14 p 0 STUCCO AND DIRECTLY MIN 15/2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6" 24/16 = ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON 6" O.C. AT PANEL EDGES, 12" O C IN THE w ^ � Q N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. ww� _jUO < _j Z ALL OTHER VENEER MIN %6" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y C� i TILE AND METAL ROOF MIN 15/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION oa (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-03 NAILS: 4" O.C. AT PANEL EDGES AND o 6" O.C. IN THE FIELD 0O u� H MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O � Oz SHINGLE 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. MIN 3/8" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN '/2" 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 15/32" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 5 W K PAN E I APA RECOMMENDATION PER APA TECHNICAL 6. /32 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED EL EDGES S AN COMMENDA ION E C BULLETIN 0370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD., SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE �/16" 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 NOTES 1, 2, 3, 4 TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. 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 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 V 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. NOTE: 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 OF THE FRAMING PLAN 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. I- I - I_ I I IIII 11111 ! 1 11 •1 1 I' Pg N I II 1 1 I. 1 TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3. 4 MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS (8)'/. X 1 '/2" SIDS SCREWS (8)%" x 1'/2" WS15 DTT2Z IN STUD'/2" 0 X 4 '/i" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ 'Y2 0 x 4'/2' EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2'/z"IN (18)0.162"x2'/z"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 1Od x 1 M MTW12 (7) 10d x 1 (NOTE 2) §8" 0 x 6" EMBED ANCHOR fie" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26)0.162"x2'/2'IN (26)0.162"x2'/z"IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) �8" O x 6" EMBED ANCHOR 48" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%." x 3" SIDS SCREWS (24) 3" WS IN STUD HDQB SDS3 IN STUD GROUP PHD8 GROUP 7/ " 0 x 12" EMBED 8 MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON ,8„ O 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) Y4" x 2 '/4' TITEN (5) '/4' x 2 '/4' TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 '/2" IN TRUSS (9) 10d x 1 Y2" IN TRUSS (11) 10d x 1 %" 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 %" IN (11) 10d x 1 '/2" IN STUD STUD (12) 10d x 1 %" IN (8)10dx1'/2'IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) 48" 0 x 7" EMBED EPDXY 48" O x 7" EMBED EPDXY (12) 10d x 1 '/2" IN (4) Y4' 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 %" 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 /2" IN RT7AT (5) 8d x 1 /2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/z" IN (5) 10d x 1'/2" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RTSA TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1'/z" 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) %" x 2 'W TITEN LUGT2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER (28) 16d SINKER IN WALL HUC212-2 HEADER HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM (12) SIDS ''Y." x 2'/2" (12) WS25 YV x 2 Y2" (4)'/4' x 1 ''/z" SDS SCREW (4) ''YV x 1'/2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SIDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO MITEK EQUIVALENT (4) SDS'/a" x 1 '/2" SCREWS (4) Y4' x 1'/2" WS15 SCREWS HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4)'/4' x 13/." WEDGE BOLT (4)'/s" x 2'/4" TITEN SCREWS IN MASONRY OR EQUIVALENT IN MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 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 3X" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF'/." 0 x 1 -%" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED. 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM, DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. I Pnpmn 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 3/4" WIDE, UNO. (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS '/z" ANCHOR @ 8'-0" 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. � w ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN �212STUDS Z)o 2 ANCHOR � 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 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 1DTT2Z KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP:HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTENUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 3/" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS Ill @ 8" O.C. STAGGERED. 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 38" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1-'/z" @ 16" O.C. OR • DSP w/ (14) 10d x 1-'/z" @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1W (OR EQUAL APPROVED BY EOR). 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.0 FRAMING NOTES oU 0 ti E UO ° 0 APEXU)U LU ZC0Cif LUU.] /000.\ zZ LLI0 true design studies jDf O 9000 REGENCY SQUARE BLVD. 4)LLSUITE 100, JACKSONVILLE, FL 32211 OZ 904.821.5200 pO0- O � � to�RHUMNU �0 0 QQ Z0O Z This item has been electronically signed and sealed by Justin M Lanier, UPE on the date and/or time stamp C) shown using a digital signature. LliI'- Printed copies of this document are not considered signed and sealed X and the signature must be verified LU �by a 3rd Party Certificate Authority 0- on any electronic copy X W I-,0z /W/'� zO V) ZOWz Wo� W00W U) X O z J O O 0 z LU Z � Abbott Park �X 0- LU - - LL a LOT 020-03-1 B w 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.10.1 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 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 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD J Q 0 0 LLI PROJECT NO: I- 2021.014970 z c� DRAWN' (n CD w 0 CHKD MJP p O (n ```tttrttttl�i����, %`��� �S (tN LqN�� .,J w i ' U * • A§§ IiAed.by- U) .S TAT E OF .' luj 3F4671 D�C,156 %%9�5... Q 111111110 rn 12-29-2021 O z REVISIONS: < No. Description Date 0 Iw cn w W Q U U) STO z =1 O 0 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID 64039112-CEE7-4F45-AD73-562F11EFF3F4 r � I 0 0 v b 00 I I I I I i L _ - - J ALTERNATIVE AC COND LOCATION FOUNDATION PLAN - B & E 1/4" = V-0" WHEN PRINTED ON 22"x34" 65'-0" KS-1 2020 V10 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 8"x8" DEEP THICKENED B 12" DEEP FTG UNDER BOX EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN C 16"SQx12" DEEP FTG ! D :— 24"SQx20" DEEP FTG w/ (3) #4 EW 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG l-J w/ (4) #4 EW F w/ (4) #4 EW LG 48"SQx24" DEEP FTG 1 H #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY w/ (5) #4 EW, T&B NOTES ON ST-1 2"0 VENT I TO ROOF I I I I 2"0 VENT TO ROOF \ I I I rl- O IUD O O APEX _C U U W z Q) m 0� e\ I W z 4-- ( d W t S Q true design studios O —j 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p 2 73 O C W � RHIHOMI� U 0 O _j ILL ,� 0 U z_ N } 3: 0 O J This item has been electronically z signed and sealed by Justin M Lanier, U PE on the date and/or time stamp W shown using a digital signature. Printed copies of this document are f— not considered signed and sealed X and the signature must be verified W Jby a 3rd Party Certificate Authority CL on any electronic copy rn Q W V / Q UU Lu Z O U) Q 0 �-- LLI -� Q o z > � Ww W W a 00 0 r LL Q U) X } 0 O 0 O 0 z W 2 F- U z � Abbott Park 0� x a_ W - - - U_ °- LOT 020-03-1 B W Q Q U U) 0 W PROJECT NO: I- 2021.014970 z -- - 0 DRAWN CD w 0 CHKD: ILL O 0 0 LO ,��. JS� IN LqN�� .., W ., • v� + * • A§gkfied•k1y* .• co C3.F4671 x z TE OF .D�C.E3�le... 5Q OR 0 N A E����` 0 0 12-29-2021 (D _z REVISIONS: No. Description Date -- W W J U) F— ST=2 z O 0 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID. 64039112-CEE7-4F45-AD73-562F11EFF3F4 11' 1• U •ki v,.•, IY EXISTING EXTERIOR CMU MIN. 3" ED( STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w) (2) ROWS OF 3/16" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVEI FLUSH w/ 3000psi CONCRETE. D — EXISTING FOUNDATION. 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0' A.F.F. SEE ARCH (MAX 20" i 4 ° a n 1° -� DEEP) w�/vim jw, — — ° 4" EXTENSION UNDER BRICK VENEER »",,n,nGR 1 crnavIAini 17 VAPOR BARRIER (6- -BEARING CURB STEP SECTION In CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, GROUT BOTTOM 3 COURSES -� OF EXISTING CMU WALL FOR q LENGTH OF OVERHANG. FILL -� TO BOTTOM OF WINDOWSILL �•- CMU 5 WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 --� CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO - BOTTOM OF FTG. WWF TO - EXISTING FOUNDATION FACE w/ (2) ROWS OF :/6" DIA. TAPCONS ° D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D p - ° EXISTING FOUNDATION 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. MONO LITHIC SLAB MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - - - OR FIBER MESH { _ ^ w z '° • ° - ° ° ° • ° A° `° ° #4 OR #5 p cn ° REINFORCING PER M = • ° 4 ° ° • MONOLITHIC FOOTING ° :SECTION ` FOOTING TO BEAR ON FIRM 4, UNDISTURBED SOIL 4 MINI 12" /\\//\\/.ADDITIONAL TO EXTEND NGMIN S2" WAL MONO LIFOOTING #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB uj---- - - _ � /\\\\\\// /f ¢ O w U VAPOR BARRIER — //\\//\ " � o X i #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. n•�L/ e �� 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 OPT OLEDGE N N F TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK --- FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w - U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 < U -, (C1ON — #5 WWF OR FIBERMESH > Of < a w -- - -P D FINISH O GRADE #4 OR #5 VERT REINFORCING //\//\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. o FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE 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 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 12" MIN` 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 #5 901 BEND @ 48" O.C. ° 4 ° VAPOR BARRIER ° \ FOOTING TO BEAR ON FIRM • UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ (21 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 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH `NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS., HIS .,1A" 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 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" o, E ----- �ti p ALL OTHER EXTERIOR WALL I U /\\ j\� j/\\//\\//\/\ r _ CLADDING -MIN 8", U.N.O. ON ARCH �A/VA �\ �\//\//,///��V C� VAPOR BARRIER / \ \ \\ \ \ \ \ Z APEX \\//\ Q / UJ a) Z N FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK (n FIRM UNDISTURBED LOCATIONS ON FND PLAN m SOIL 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE W 16" UNDER 2 STORY WALL w/ z +' (2) #5 OR (3) #4 CONTINUOUS (7 z W tds -6 (kF NOLITHICFOOTING SECTION QL�e design sralos NTACTFOPRIOR TO CONSTRUCTION IF ANY OF THE 0 LLOWING OCCUR: 0� • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 9000 REGENCY SQUARE BLVD. N • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 904.821.5200 p CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH En 0,90HO19ON 04 Q / 16" VAPOR BARRIER 0 LL Q 3 BEARING WALL FOOTING SECTION 0 z � c� CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR O FIBERMESH This item has been electronically 0'-0" A.F.F. = signed and sealed by Justin M Lanier, 1--i SEE ARCH PE on the date and/or time stamp ~ ° DETAILS V shown using a digital signature. \ - ° W Printed copies of this document are a. -- --- - not considered signed and sealed ' Jby nd the signature must be verified \, \ 8" MIN X \ a 3rd Party Certificate Authority a / Q Inany electronic copy 8"x8" THICKENED 8" X Uj W FTG AT STEP-DOWN, SEE VAPOR BARRIER Q Q PLAN CURB -STEP SECTION o = z W 4 Z O c) - - I'- 8" UNDER MASONRY- WALL O LLI CONCRETE SLAB W/ 6" UNDER WOOD WALL ¢ \ 6x6 W1.4 x W1.4 WWF I _ I Z � / Q OR FIBERMESH VARIES ° Uj SEE ARCH U) °1 I 1 ---° (MAX 16") � J LL . — °- --` -- 0 W LLJ /\\/\/\/\ 00 C> \/\ 4 a \/ 12" MIN ✓/\\/\\% \\/��\i U LL TM VAPOR BARRIER �// ° �/' /�//�//�//j// a / 6" OPT. EXTENSION IN BRICK X LOCATIONS ON FND PLAN 0 � 12" UNDER 1 STORY WALL w/ 0 z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO, 5 Q 0 BAR IN BRICK LEDGE z W 16" UNDER 2 STORY WALL w/ 2 (2) #5 OR (3) #4 CONTINUOUS U z Abbott Park 0� 5 GARAGE EXT WALLCURBSECTION X CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W U- FOLLOWING OCCUR. Q LOT 020-03-1 B W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" J • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. 0 W CONCRETE SLAB W/ 6x6 PROJECT NO: I— W1.4 x W1.4 WWF OR Q FIBERMESH 2021.014970 z ° 0'-0" A.F.F. SEE ARCH DRAWN: U) ° (MAX 20" CD W 4 ° 4 ° DEEP) � //\ CHKD. \x\\��14„ MJ P 0 \\/ \j�\\j/\\j\\`'�\� 4" EXTENSION O E UNDER BRICK VENEER ID 12" UNDER 1 STORY WALL `��� 5�1N LAjV ��,� W w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER � �� •, C•� N . FR �J 16" UNDER 2 STORY WALL %v/ (3) #4 OR (2) #5 CONT * •: a � ed•Ily* U) 6 BEARING CURB STEP SECTION •' Z T •LC� �� STATE OF :•�/: 3F4671 D� i I I -- TYPICAL REINFORCING THICKENEDBARS AT FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS II I- - -- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS ky 12-29-2021 z REVISIONS: < No. Description Date -- W L7 - W W J JU U) ST z =2 ■ D O CMU/METAL CONNECTOR ENGINEERING -IL ' '1 1 ! I . - I -- I I I I r 1 - ._ I I 1 _-- , I ! I I I I - ! !. I. I. DocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F11EFF3F4 GENERAL MASONRY NOTES DC1 0 N in re ti 1st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. E • 8U LINTELS MAY BE FILLED OR UNFILLED. O • 8F LINTELS SHALL BE FILLED. LO • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. O O • DIMENSIONS ARE APPROXIMATE. MAXSPACING IS 6'-8" O.C., U.N.O. � APEX • SEE TYPICAL DETAILS FOR LIN EL I S TAOLLATION � U • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE U W � • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS z a) MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN N INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN — OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED NO 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. LO 5. FASTEN EACH BEAM TO MASONRY W/ META12 N b U) m w W z_ z W t Q Q0 true design studios Cif —� 9000 REGENCY SQUARE BLVD. n� W SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p U � 6 p - > W N U USHOHOMN Z] Z] Q0 cr_ , O J Q LL +-� U z } O O.C. J O z This item has been electronically = signed and sealed by Justin M Lanier, UPE on the date and/or time stamp W shown using a digital signature. Printed copies of this document are I'_ not considered signed and sealed X nd the signature must be verified Wy a 3rd Party Certificate Authority Qon any electronic copy X LU W Q m 0 z LLI W LINTEL SCHEDULE MAX CLEAR COMMENTS z W — Q G O LINTEL LINTEL NO. DESCRIPTION SPAN ------ z W L-1 8F-1-32 16' - 011 GARAGE J Uj L-2 - 8U8 5' - 6" w ULI LLI Q L-3 8U8 3' - 011 o L-4 8F-16 - - -L-5 6' - 011 L- 2 t 8F-16 9' - 2" Q ti L-6 8F-16 7' - 5" REAR PORCH U) _ _ L-7 8F-16 7' - 11 "- REAR PORCH o L-8 8F-16 7' - 811 REAR PORCH 1 z p L-9 8U8 z 4'- 6" ELEV B & E U z LU Abbott Park X a W — - LL Q LOT 020-03-1 B W J Q U 0 0 LIJ PROJECT NO 2021.014970 z DRAWN CD LU - - - - 0 CHKD LL MJP p 0 0 L0 U) ♦`��,�5� IN LqN�� W ♦ �� J �•.��G E NS�.'Q �; Q * • &WAed•4,- r r rv11�/ 'T3 • ; • i1c r z 9 TAT E OF • 44/ .-0 •• 31F4671 D�C.E4405... Q �i,SS�� N AL E:�`�♦ 0 12-29-2021 U z REVISIONS: < No. Description Date 0 r� -- - -- -- W W U) ST— = o 0 0 CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F11EFF3F4 0 1 st LEVEL FRAMING PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES 20 SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o M • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > BY BUILDER o O • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, "' U-) c� ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. 0 0 • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR z APEX 0 TRUSS LABELS & DIMENSIONS � OVERFRAMING NOTES W • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. _Z (D • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. W C • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d m COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. W • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. W • FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO Z ' RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. (D z RAFTER SPAN SCHEDULE W tds �_i O.0 SPACING LUMBER SIZE < ---- Qtrue design studies . 2x6 2x8 2x10 2x12 W 12" 15'-5" 19'-11" 23'-9" 26'-0" _j 9000 REGENCY SQUARE BLVD. 16" 13'-4" 17'-3" 20'-7" 22'-0" SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 (n 24" 10-11" 14'-1" 16-10" 19'-9" O - -- 20 L.L./15 D.L. #2 SYP Q CEILING JOIST SPAN Ing UMBER SIDZELE---- dI O.C.P SPACING 2x4 2x6 2x8 2x10 11HOMN' 12" 12'-5" 19'-6" 25'-8" 26-0" U - - - --- 161, 11'-3" 17'-8" 23'-4" 26 -0" 24' 9'-10" 15'-6" 20'-1" 23-11" Q � 10 L.L./5 D.L. #2 SYP O J TRUSS FRAMING KEY NOTES LL' � NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q_ (j -Q 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. Z 2. TYPICAL BEARING BLOCK } • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. _1 • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS O BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. i = This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp 3. LEDGER FRAMING NOTES W shown using a digital signature. Printed copies of this document are • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS F- not considered signed and sealed AT EVERY SUPPORT WITH FASTENING SHOWN BELOW X and the signature must be verified (MAX 24" O.C. SPACING), OR LLI by a 3rd Party Certificate Authority • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE Q on any electronic copy „ A w/ FASTENING SHOWN BELOW Uj W • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED X LOCATIONS ON PLAN —� Q • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER �- PROTECTION AGAINST CORROSION m 7 • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL ` W FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR W O ^ LEDGERS ARE FOR INTERIOR USE ONLY. z NJ ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON W 2x8...................................(6) 12d COMMON < O 2x10.................................(8) 12d COMMON Q 2x12.................................(10) 12d COMMON Z Q Uj U) LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Z) J ' 'j PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED 0 w W Q PT 2x8.......(2) ROWS Y4" O @ 16" O.C. STAGGERED ~ PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED H PT 2x12.....(2) ROWS Y4" 0 @ 6" O.C. STAGGERED U LL W LL Tom FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): Q 2x6...................................(3) 16d COMMON X 2x8...................................(5) 16d COMMON 2x10.................................(7) 16d COMMON (� 2x12................................(9) 16d COMMON O z J O FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): 0 0 PT 2x6..................................(3) ''YV x 4-%" LONG #14 WOOD SCREWS = PT 2x8...................................(5) 'W x 4 '/z" LONG #14 WOOD SCREWS U _Z PT 2x10.................................(7) ''/<" x 4 '/2" LONG #14 WOOD SCREWS Abbott Park W PT 2x12.................................(9) 'W x 4 '/z" LONG #14 WOOD SCREWS X CL W.._ __ ._.- ... - - ... - — L_ 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM 0- LOT 020-03-1 B W GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS J PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. Q U 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF U) THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT 0 PERMITTED AT THIS LOCATION W PROJECT NO: F- 6. ANGLE & LATERAL BRACES MAY BE OMITTED 2021.014970 z PROVIDED GABLE TRUSS IS ANCHORED TO (� MASONRY W/ META12 OR GREATER @ MAX 24" O.C. DRAWN' CD W CHKD: MJP 0 0 0 LqN �'�., W ' U * • ed•g•:y* � (n 0:z z T��13 ATE OF 5%0QFkEn % 0 12-29-2021 O z REVISIONS: < No. Description Date 0 - -- W - -- W W --- --- J � U STZ =3A f— O 0 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID 64039112-CEE7-4F45-AD73-562F11EFF3F4 I I I _11'I, 11 1 1 1 [{1 /;;_ 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 I= 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 k " IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1. COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1 (1) COURSE CMU BOND BEAM W/#5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR ''/z" 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'/2" EMBED W/ WASHER @ MAX 48" O.C. 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 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) g PROVIDE DOWELS TO MATCH o I i VERTICAL WALL Z REINFORCING W/ MIN 30" LAP g (IF DOWEL IS OMITTED OR - IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN 4a MASONRY) IN < 4 \ \ v A \ EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) TYf ROOF -TO' CONNEC 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES. (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 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 IN TRUSS (NOTE IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FOR MISLOCATIOP FASTEN 2x6 NO 2 S TO TRUSS W/ MIN I' FOR MISLOCATION INSTALL NEW MAS( STRAP TO INSIDE F MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY FCORNERS 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS 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. (1)#f POURED CELL w #5 BAR CONT FROM BEAM TO FOOTING STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH OR 1%4" PER MANUF. 3" 5" 11/2 31/4" 3 7� 6 51, 115/ 6 33/4, 3 3/„ 6„ 2%4, 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS'/;' DIA. @ 30" O.C. STAGGERED • (2) ROWS %5" DIA. @ 24" O.0 STAGGERED DOOR JAMB 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 1x_ OR�6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL FTI 8" CMU WALL TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O � U f� O ° U) APEX W U, W N' Z U) IC m W W a Z 4- z W tds -6 QQ true design studios j O -� 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 O s� O am cr, W W U RIHOMN' :D Q 0 E O J Q LL Q U Z O >_ O _J O z This item has been electronically = signed and sealed by Justin M Lanier, U PE on the date and/or time stamp W shown using a digital signature. Printed copies of this document are F' not considered signed and sealed x Ind the signature must be verified Wy a 3rd Party Certificate Authority 0- n any electronic copy � LU w } m o = z w W O U)Z O G W J Q O Q z w p , J w o M w w vim/ O� 0 LL t LL Q V) x o z J 0 O 0 Z W 2 U z I- Abbott Park 10� x 0- W LL a- LOT 020-03-1 B W Q J Q U U) W PROJECT NO: I- 2021.014970 z 0 DRAWN. �5 CD W CHKD: MJP 1111 LL O 0 O L0 ,`,��1111111/ O ,��. J5Z IN LA/V �,� W ed.hy* cU -0: :xz Z C.3"411F46711 TE OF .' 1J 0 D�Ck3 5... Q ON A U) 12-29-2021 O _z REVISIONS: < No. Description Date C) - --- W U) - - - W I {� W J Q -_ U STF_ z =5 0 0 CMU/METAL CONNECTOR ENGINEERING rDocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F1 1 EFF3F4 BOND BEAM REINFORCEMENT �J (SEE WALL SECTION) LU —FILL SOLID TO BOND BEAM U U) w '!I L n l O 8 F - # DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY -8" PRECAST LINTEL. SEE PLAN. 8 F-# BOND BEAM REINFORCEMENT -- (SEE WALL SECTION) COURSING BELOW BOND - BEAM MAY BE FILLED OR UNFILLED 8U8 L� LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 w J 0 w _ U rn w w �i BOND BEAM REINFORCEMENT (SEE WALL SECTION) FILL SOLID TO BOND BEAM -:;;a " LINTEL REINFORCEMENT 'U 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 8'-1"ABOVE F.F.E. TOP OF �j GARAGE DOOR-�! 6-1" ABOVE r , F.F.E. F.F.E." ABOVE OIIL F.F ABOVE F.F �l F.F.E. PROVIDE FLASHING AT WALL INTERSECTION 2x8 SYP PT LEDGER TO BLOCKING W/ (2) ROWS 10d @ 8" O.C. STAGGERS 2x8 SYP PT RAFTERS @ 12" O.C. W/ (3) 10d TOE -NAILS TO LEDGER AND (2) 10d TOE -NAILS T BEAM 2x12 SYP PT BEAM W/ (3) 10d TOE -NAILS TO EACH BRACKET PREMANUFACTURED 4x4 STRUCTURAL BRACKET BY BUILDER \ \ UPLIFT CONNECTION PER_s l \ TYPICAL WALL SECTION MOISTURE BARRIER TYPICAL PORCH BY OTHERS 6 ' CEILING BOARD PER 'I PLAN. SEE TABLE 2. - n i 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) (2) 2x8 SYP BLOCKING W/ (3) 10d TOE -NAILS EACH END. BRACKET TO SUPPORTING MEMBER W/ 44' a GALVANIZED THRU BOLT W/ NUT AND 2" SQUARE xti4" THICK WASHER AT EACH END. COUNTERSINK AS NEEDED .r TRELLIS DETAIL AT GARAGE (LOF OPENING 2x6x12 PT CENTER BUCK J � - - - 4R" DIA. ANCHOR - 2x4 PT TOP BUCK 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) �8" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x �16" 0' 9" ABOVE _ THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL 2x6 NO.2 SYP CONT. NAILER �� TOP CHORD/RAFTER TO \ % NAILER W/ MIN (4) 8D COMMON TOE -NAILS PRE -MANUFACTURED ROOF TRUSS OR 2x4 FASTEN CONTINUOUS NAILERS - NO.2 SYP AT 24" O.C. • TO MIN 3" DEEP SOLID FASTENED TOGETHER FRAMING WITH (2) %" x 4 112" ` WITH (6) 8D COMMON. LAGS OR WOOD SCREWS @ MAX 16"; SOLID FILLED MASONRY W/(2) ROWS'W x 3" TITEN OR TAPCON @ 12" O.C. STAGGERED �r MAX 4'-0" 2x4 NO.2 SYP CONT. NAILER SHEATH ASSEMBLY FULLY PER STRUCTURAL PANEL SPECIFICATIONS, ST-1, FOR ROOF SHEATHING. FASTEN EACH TRUSS/JOIST TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS. 64 SHED ROOF DETAIL ROOFDECK ROOFTRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS - MASONRY LINTEL PER PLAN ROOF DECK ROOF TRUSS OR RAFTER MOISTURE BARRIER BY OTHERS - TYPICAL PORCH 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) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMQNS EACH END FASTEN 2x6 NO.2 SYP- DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACt-, 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) \ ROOFDECK TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 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). 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. =6" M MAX 6" MAX MAX 6'MAX T, MAX UPLIFT CONNECTION PER TYPICAL WALL SECTION I ✓/ PORCH BEAM PORCH BEAM TO POST: (1) MSTA24 POST TO SLAB: ABU POST BASE ANCHOR OR DTT2Z (UNLESS NOTED OTHERWISE) PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN ROOF DECK TO FRAMING @ Y O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 l 2x4 SYP OUTRIGGER @ 24" O.0 CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1-%" 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 FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY - -� AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10) 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. 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) 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 TO EACH FACE OF WEB. TOP OF WALL SEE PLAN - CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB --- 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 1 N 0 N � OI ti 0 O APEX a W0 W a) Z_ � N Q W Z td S 4,1 Q❑ true design studios -6 j (Y O —I 9000 REGENCY SQUARE BLVD. W SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 Cl) Q W 0 c3 W 0 RRHOMON' (D Q bwaep ice+ 0 J LL Q U C Z O J Z This item has been electronically 2x8 2 ROWS 2x6 (2)2x6* - = signed and sealed by Justin M Lanier, U PE on the date and/or time stamp W shown using a digital signature. W Printed copies of this document are led SINGLE TRUSS BRACING notconsideredremu beveafie X and the signature must be verified 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Ll1 Miby a 3rd Party Certificate Authority Q on any electronic copy v RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. x W 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Q SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND ry GRADE AS WEB TO BE BRACED. C0 z ❑ W Z O V J _ O VERTICAL BARS TO EXTEND TO W < O TOP OF WALL AS SHOWN. MIN Q 6" BEND INTO BOND BEAM Z W Q ❑ IM -- ----- `i LL LL Q ti U) X O Z JO O Z ❑ = W U F- Z � Abbott Park X CL PRECAST LINTEL SEE W LL PLAN Q LOT 020-03-1 B W — J a EXTEND REINFORCING TO U END OF PIER W/ 6" BEND TO 07 LAP WALL REINFORCING AS ❑ SHOWN. W PROJECT NO MIN (2) SOLID FILLED & 2021.014970 z REINFORCED CELLS W/ NO.5 (D VERT. BAR ADJACENT TO DRAWN: GARAGE DOOR OPENINGS. CD LWLI NO.5 VERT, BAR IN FILLED °HKD MJP LL CELL AT EACH END OF PIER O 0 NO. 5 DOWEL TO MATCH EACH LO U) SOLID FILLED & REINFORCED CELL EXTENDING FROM FOOTING ```,�1�►�ttitlt��' TO LAP WALL REINFORCING ��� Gj�IN LAN7 , �e W W/ MIN 25" LAP UNLESS NOTED ��� �� '• (,•E N F9 OTHERWISE ON DOWEL & LINTEL :: •'•�� `SF•••, �.0 U PLACEMENT PLAN. MIN 6" BEND Ated•by: AT BOTTOM. * w Z_ CONCRETE �1 =, 'STATE OF 4U FOUNDATION WORK . O PER PLAN % T 3F4671 D C.0 4A... �O N A 1- E%�`�� t1t111� U) 12-29-2021 O Z - -------------------- ---- I I \' \j REVISIONS: I I \ \ No. Description Date ❑ I 2 W GARAGE SHEAR PIER 0 L7 ST=6 O Z O 0 CMUIMETAL CONNECTOR ENGINEERING