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HomeMy WebLinkAbout38416 Springhead LnDocuSign Envelope ID: 8667BF40-lEF6-46CB-B392-335A2B4525A6 NAME TURAL SPECIFICATIONS IATION PLAN IATION DETAILS 'EL STRUCTURAL PLAN 'EL ROOF FRAMING_ PLAN kL WALL SECTIONS )NS AND DETAILS DR HORTON 1844 LAUREL ELEVATION D Abbott Park, ELECTRICAL SHEET NO. ISHEET NAME E100 1st LEVEL ELECTRICAL PLAN LOT 027=03=113 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 212 CF 1st Floor 7--1'7212 total CF CONDITIONED AREA - 1st Floor 1844 SFGrand 1844 SF UNCONDITIONED AREA Garage 437 SF Entry _ 137 SF 139 SF 713 SF 2557 SF Lanai Grand total ALL WORK SHAL . rOMPLY CODFLL�h�ta, ��; WITH PREI/AILING NA"!''iC+'0t, ELIECrRic �DING CODE ~."'11111111V�. REVIEW DATE CITY pF PLAN E)(AMIIVER I-IILel ti O IT ti } CJ O 0 c: 0 APEX _c z O m w W W Q z z w tds Q true design studios N O Ix O 1 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 = cn 904.821.5200 p F- �_ O a. ® � U 0 R'� MAN Ff O i C2 LL Q U Z } C� O J O z U W H w J Q LU w m Z O = W w z O _ LU = `� O Q > z d. w o � � w 00 w U W LL t �- a �- � X C� O z J 0 O O z w U z Abbott Park 0Y x °- w - w_ a LOT 027-03-1 B w Q _. J Q U O PROJECT NO: I- 2021.012596 z DRAWN: CD w - — O CHKD: LL JAC 0 0 0 u7 cn w J U CA U' z_ O 11-01-2021 C7 z REVISIONS: No. DescripflonT Date w w _ w w J Q O 0000 z O 0 DocuSign Envelope ID: 8667BF40-lEF6-46CB-B392-335A2B4525A6 ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE (METER MAIN DISC. 150 OR 77, 200 AMP UNDGND SERV. BY POWER CO. Footer—J .'I Re -Bar (sized according to foundation plan) #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. — 150 = #1 Copper or 2/ 0 Aluminum 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. { A/C DISCONNECT #12 COPPER TO APPLIANCES AND GFI TYPICAL ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS PANEL #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #6 COPPER TO HVAC N.T.S. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE /N STRICT COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER FLORIDA STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(8)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 800.156 NO LESS THAN ONE COMMUNICATION OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT • PER NEC SECTION R314.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED INSIDE EACH SLEEPING AREA • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • PROVIDE GAS DROPS AS PER COMMUNITY ONLY • JUNCTION BOX AT WATER HEATER, RANGE AND/OR DRYER TO BE 220V IN NON GAS COMMUNITIES, AND 110V IN COMMUNITIES THAT HAVE GAS OPTIONS PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE • ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS EXCLUDED). • PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE ABBREVIATIONS LEGEND ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COND CONDENSER CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAG DIAGONAL DR DOOR DRY DRYER DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT. CHANGE) FLR FLOOR FP FIREPLACE FXD FIXED FXT FIXTURE GLS GLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OH OVERHEAD OPNG OPENING OPT OPTIONAL R & S CLOTHES ROD and SHELF REF REFRIGERATOR SD SOAP DISH SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANTITY) SHWR SHOWER TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT INS WATER SOFTENER WASH WASHER ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN INSTRUCTIONS PER FBC R806 • ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED. • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1 • EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT OUT IN ROOF SHEATHING PER MFR WRITTEN INSTRUCTIONS ROOF VENT CALCULATION FORMULA: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50% AT LOW. PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE THAN 50% OF VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED NO MORE THAN T-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) PER LINEAL FT (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED W/ 9.19 SQ IN (NFVA) PER LINEAL FT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT LOCATED LESS THAN 5' FROM PROPERTY LINE EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS 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 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 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 L O ° W APE X -C 0 U) W Z_ U m W W Z Z tds W -Q Q true design studios N 0 w O —� 9000 REGENCY SQUARE BLVD. (D W SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p O a'N O 0#10MON' (1)0 O -41 J LL. Q � Z 0 O Z U W I— X W w U) Q W m 0 = z LU W O U)Z O w J Q O Z LLJ co O J Uj w a M O� 0 U_ TM Q X }- 0 O O Z 0 = W U ~ Z F_ Abbott Park a w -- U - °- LOT 027-03-1 B w Q Q U U) 0 W PROJECT NO: 2021.012596 Z C� DRAWN: CD w CHKD: LL JAC O 0 0 u7 w J Q U to 0 Z_ U) 11-01-2021 O Z REVISIONS: < No. Description Date 0 - w - - w w -- J Q to O A000 Z O 0 DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 c a CMU COLUMN (RE: STRUCT) I I I 50 SH 0" H.H. 26-11 " 21'-5" 65'-0" 56'-8" 21'-8" ALTERNATE AC COND LOCATION HB 00 _.. 180 L140 140 - ELEC PANEL N QVTR 161 �- --- i 147 _ 0 141 O j 6J Cl o - DINING KITCHEN LAUNDRY n i `- M 00 `Y' c- 8" I 7'-8" 0 9'-4" CLG 9'-4" CLG W �� N 9 -4 CLG 1'-1 1 /2" 1,_8„ 1,_8„ / 4' 4' I o 142 (TYP) (TYP) , i 3068 162 co I 1Q r--� - — - — - — - — - — - — LANAI '�� \ w N 101 �0 MECH- o_ 9'-4" CLG 0 0 o - --. v - - n, Ln 9'-4" CLG I 108 5 SHS i N i GARAGE o N I -- I I 9'-4" CLG __ FL Ln rn o 000--� I w o I - I i 9'-11" 9'-7" 4'-1" 2'-4" 3'-0" 6'-1" 6 - 1S&1R GREAT ROOM DINING r - - - - 9'-4" CLG 9'-4" CLG 3080 ENTRY W/(2) 1080 ---------------- SIDELITE (TEMP) WIC 106 - N N 0C 9'-4" CLG `'� q Co 13-3" S"79'9-4 J- 102 LL 00s 2668 2668 G " ENTRY 9'-4" CLG j � iiv o 3/4" 2 1/4" 7'-6" 03- 3'-9 1/2" 1'-"3'-0" '0" 5 1/2" "6" 9' " '9'-0 -104-4, CMU COLUMN F------ ------ - - - ---- I I (RE: STRUCT) i 3'-9" M 101 -- - o I I I I v O D ---- - _ 106 'v ---- ----- - N I I M 00 00 9'-4" CLG 00 N `r N �_ ��,, I I 9'-4" CLG L o 0 I I J - 2868 - Ln Do 0O I Co - - - - - _ - Vn o o I I I I LL 00 N 6G� �„ = c2 `" N cn ' I I Ln B0 M I I co/ N O - `^ BEDROOM 2 i N I BEDROOM 1 I N BATH 1 BEDROOM 3 1 BATH 2 9 -4 cLG o zo ------------ 9'-4" CLG I I 9'-4" CLG _ o 1'-1" 9'-4" CLG im 2'-8 1/2' 00 9'-4" CLG I �Q TRAY TO 10 -0 I 2'-0" CV N2O rN i Ln Uj Of = I I I 00 AC COND - (TYP) i i _� 00 ��, N .- "' - - m: O la j I — L-------------------- -I 124 u7 42"x60" v 120 101 36"x65" 0 � `-' `�' 123 i o � ' M I co 107 ----� - f HB 17'-10" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 3040 SH TEMP 8' - 0" H.H. I 5'-3 1/2" 3050 SH EGRESS 8' - 0" H.H. I 13'-6" >, 6'-0" 10'-4" 58'-11" 65'-0" -0 1/2" 5'-9" -7" 11'-10" v 3'-5" „ 5„ T-11" 2'-2" 6'-1 " 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 WALL LEGEND, IIpflNHNJ9-4- HT CMU WALL 11'-4" HT CMU WALL LO O Z APEX Cn W z_ U) Z) m (If W Z_ 0 Z tds W Q true design studios O -j 9000 REGENCY SQUARE BLVD. ILLSUITE 100, JACKSONVILLE, FL 32211 Z z 904.821.5200 N O we 0 04HOH090N tY O J LL 4 z } O _l Z W X W J LLJ U) } m D Z ' I I W W Z O O t) W I- Q z i t' Z O _j W W 00 W o r V- UJ I` co X } r- O O z 0 = W ~ U Z � Abbott Park a W a- Q LOT 027-03-1 B W U U) PROJECT NO: 2021.012596 z DRAWN: CD w 0 CHKD: JAC w O W J U U) U Z 0 11-01-2021 0 z REVISIONS: No. Description Date -- w cn w 2 w Q U H Al 10 z O 0 DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 ELEVATION KEY NOTES PT 2x BLOCI TOP & BOT BEAM ROOF / TRUSS CONNECTION (RE: STRUCTURAL) NG HEIGHT FINISH at BEAM PER PLAN (RE: ELEV) MTL FLASHING at COL CAP SET IN BEAD OF CONT SEALANT I29 1I1091901►1CIRKey-u PLAIN TAPERED COLUMN WRAP INSTALLED PER MFR WRITTEN INSTRUCTIONS W/ 4" CAP & BASE PER a BLDR SPECS 8" CMU PT BLOCKING STONELEDGE DECORATIVE STONE VENEER w 12" CMU BASE a F.F.E. l CONCRETE SLAB at ENTRY 1 COLUMN DETAIL A200 1/2" = V-0" WHEN PRINTED ON 22"x34" (iYP) 1st LEVEL BRG 9'-44 1st LEVEL FFE -- ---- - 0' 00. 1st LEVEL BRG 1st LEVEL FFE _ 12 5 'E LEFT ELEVATION 1/8" = V-0" WHEN PRINTED ON 22"x34" 1 p 12 > 5 w J W 1st LEVEL BRG _ _ 1st LEVEL BRG 9 -4 - 9.-4^ 00 � 1st LEVEL FFE o - o----------------- •• � � -_ - - -----------1st LEVEL_o F�E� 0 220 221 ail w REAR ELEVATION 1/8" =1'-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO I PROP HIGH LINEAL FT PROP LOW 2557 SF 1614 in 614 in --4 144 576 125 1148.75 ROOF PLAN 1/8" = V-0" WHEN PRINTED ON 22"x34" BUILDING HEIGHT (AFFL------------------- ---------------------------------- 12" 260 1st LEVEL BRG - - - - - - - 10"x60" i ch 12 5F'� _ 1st LEVEL BRG 9' - 4" _ 1st LEVEL_FFE 0'-0. (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. (L OF LIGHT TO BE 6'-0" A,F.F. U.N.O. 265 12"x24" HEIGHT (ABV GRADEI _ ------------ BUILDING HEIGHT CAFFj � _ —__—_ —_ -- ---.— 18'-87/8" 18'-07/8" 4" - --------------I st LEVEL BRG - - --- L -- -- - -- - - 260 4" n IfIrlil Sam. m, W, .- I ri il II II L -L i 1st LEVEL FFE--------------- I 'I 260 4" 221 FRONT ELEVATION 1/4" = V-0" WHEN PRINTED ON 22"x34" T-7 260 6" ?2914" _ 1st -LEVEL FFE IT ° LO cy z APEX ° U W z D m O _ W z ztds W .6 Q true design studios O J 9000 REGENCY SQUARE BLVD. (D LL, � SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 p O I— �_ U) O a. 016HOMON, U Qcr- 0 O J U- U z 0 O J O z 2 W X w J Q U) / Q W o z �W/� w V O J aO w -� Q O Z � 0 U) W W o d' -' 1-- 11J �W/ Q 1- W LL 0 LL X 0 z = w U ~ z H Abbott Park a w--- Lt_ °- LOT 027-03-1 B J Q - Q U co 0 W PROJECT NO: 2021.012596 z DRAWN: CD w CHKD: U- JAC O 0 O u7 W J Q U U) Z 0 (A 11-01-2021 O z REVISIONS: No. Description Date o --- w U) - w w J Q 0 A200 z 0 DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 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 k OOF PLAN) TRUSSES (RE: STRUCTURAL) 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 VINYL LAP SIDING PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) 7T"'77 M < 4 VARIES (RE: 12 ELEVATION) m --r-i-i-i-i-i-i-r-ij INSULATION PER CODE ►%I� 1 " MINIMUM SAG RESISTANT CEILING GYP BRD PER FBCR TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH 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 ZVI 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR rb, 0'-0" n ° 4 INSTALL VAPOR BARRIER - IN ACCORDANCE WITH 4 a a = ASTM E 1643-98 FOUNDATION/FOOTING VARIES 4 (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0" O U') U ti O ° W APEX 0 W w z Z) Q m tY w w z_ (D z t S w Q true design studios O �- 9000 REGENCY SQUARE BLVD. N U- SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 0 F- D a o: O U 01HOBON � 0 ' ► O J IL Q � U z_ N } 0 O J O z 2 U w H X CL w ��^^ Q LLJ vJ a W m Z w w O w O I- w J Q O Q z w o '�' J W I- W W Q H 00 W 0 LL r Q W X } r- o z C7 O O z = w U ~ z Abbott Park a X w w a. LOT 027-03-1 B w a J Q U) 0 w PROJECT NO: F- 2021.012596 z C� DRAWN: CD w CHKD: JAC O 0 0 w J Q U) z 0 11-01-2021 O z REVISIONS: No. Description Date w -- w F- w Q U U) F- A400 z O 0 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) 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.) WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIF SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. OVERLAP TAPE A MIN 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT 1/8" GAP RECOMMENI PANELEDGES PANELEDGES ZIP SYSTEMS ® SHEATHING WITH HARD COAT STUCCO AT 2ND LEVEL (BLOCK TO FRAME TRANSITION) 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. ZIP SYSTEM V 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 BUILE CMU M -LIF' bYb I tM W bHtA I HIND Ib AF'F'h(UVtU 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) These construction details are provided to assist in the installation of Zip System ® roduct s and may not apply to every sitution. Manufacturer accepts no responsibility or liabili�y for the ) use of these or other construction details. WALL ASSEMBLY VINYLNVOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS V SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEM ® TAPE (INSTALL OVER ALL JOINTS IN ZIP SYST SHEATHING.) OVERLAP TAPE A MINIMUM OF 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT F FASTEN ZIP SYSTEM ® SHEA' ENGINEER -OF -RECORD ANDK *ZIP SYSTEM® 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 METAL LATH MORTAR SETTING BED ON STUCCO INSTALLED IN ONE LAYER OF WATER -RESISTIVE TOP OF MORTAR SCRATCH ACCORDANCE WITH THE VAPOR -PERMEABLE BARRIER WITH A COAT IN ACCORDANCE MANUFACTURER'S OR THE PERFORMANCE AT LEAST EQUIVALENT WITH MANUFACTURER'S PORTLAND CEMENT ASSC. TO GRADE D BUILDING PAPER. INSTALLATION (PCA) RECOMMENDATIONS ZIP SYSTEM® SHEATHING* RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. WOOD OR LT. GA. METAL STUDS TOP EDGE OF WEEP SCREED NATURAL OR MANUF TAPED TO WALL SHEATHING WITH STONE VENEER. ZIP SYSTEM® TAPE OR ADHESIVE INSTALL IN FOUNDATION BACKED FLASHING. (MUST MEET ACCORDANCE AC148) WITH MANUFACTURER'S RECOMMENDATIONS VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY °. 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 ZipSystem ® roduct s and ma not.a I to every situation. Manufacturer accepts no responsibility or liability for thuse of these or other construction data li sy FOUNDATION DRIP EDGE FLASHING OR WEEP SCREED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AT BASE OF ZIP SYSTEM WALL SHEATHING 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 O SHEATHING w/ O ADHERED STONE AT SLAB ON GRADE E S 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, o LO ti O 0 U APEX ) a� 0 LU z m Ld LU z 4- z t S LU Q true design studios O J 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 � OZ 904.821.6200 n c O � DoRtHOMON' v U � 0 M Of bad J LL ►� Q U -Q z_ 0 0 O _I O z U LU F- x w Q LU U) w m 0 z w LU z 0 U) 0 w —Q 0 Q > Z d. w o o �, J w 0 M w mow/ 0 V- LL LU x 0 o z 1 ° z o 1:w U z Z � Abbott Park x a w - LL a. LOT 027-03-1 B w Q _ Q U W 0 w PROJECT NO: F_ 2021.012596 z DRAWN: CD w CHKD: LL JAC O 0 O u7 w J Q U U) U) 0 z_ r 11-01-2021 O z_ REVISIONS: < No. Description Date — w co --- - --- w w J Q U) 0 A405 z O t •y-. DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 TRADITIONAL HARD-COXF- 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 ID 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) 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.) WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS 0 SHEATHING WOOD OR LT. GA. METAL STUDS. OVERLAP TAPE A MIN 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT 1/8" GAP RECOMMENI PANELEDGES PANELEDGES ZIP SYSTEMS ® SHEATHING WITH HARD COAT STUCCO AT 2ND LEVEL Bese LOCK TO FRAME TRANSITION) 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. 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 BUILE CMU M "LIV 5Y5 1 tM (D 6t1tzA I HINU 15 At' KUVtU 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) 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. 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 SYST SHEATHING.) OVERLAP TAPE A MINIMUM OF 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT F FASTEN ZIP SYSTEM ® SHEA' ENGINEER -OF -RECORD ANDK *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT SL AB ON GRADE These construction details are provided to assist in the installation of Zip System ®product(s) and may not a Iyy 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. FOUNDATION —� VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY TYPE AND LOCATION. CODE -APPROVED WEEP SCREED AT BASE OF WALL METAL LATH MORTAR SETTING BED 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 *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. .4. WOOD OR LT. GA. METAL STUDS TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) 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 may 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 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. ti p U ° cy O w APEX -C U) 0 W m w w z z W Q true design studios N O 1 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 H =3 Of c O mmlwmmmmmmm tL DaRsHOMON' (1) U � R O 1 LL Q U z 0 } C•� O J O z 2 U W I- X JW a W U)Q w 00 z w z O U) O Q _ w = Q O z w o o w I- W W Q 00 W o LL r a U) X O ZO O p z w _ I-_ U z � Abbott Park a w U- a LOT 027-03-1 B w Q _ Q U W PROJECT NO: 2021.012596 z DRAWN: CD w 0 CHKD: LL JAC O 0 O UA co W J U U) U) 0 z Q r 11-01-2021 O >z REVISIONS: No. Description Date o W — LU 2 W _J Q U U) 0 A405 z O 0 DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 in WOOD SHEATHING WRB LAYER #1, STUCCO WRAP METAL LATH 7/8" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOFIWALL SCREED 5"4" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT "L" FLASHING SHINGLE ROOFING SCALE: N.T.S. O 1. FOLD INWARD at PT. A © 1. FOLD INWARD at PT. A 2. CREASE at PT. B � FOLD FOLD at 45° ® 1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE FELT U SHINGLE ROOFING —� DRIP EDGE: OVERLAP / 3', EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX BOTTOM k k X �1f �k x O1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ® ® FOLD at 77° WATER TIGHT SEAL. FOLD, DO NOT CUT 7/8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER WRB LAYER #1, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 1/2" ABOVE SHINGLES ROOFNVALL SCREED 4-- 5x5 WALL FLASHING \ bo w� o~ zZ �w a� FLASHING (SEE DETAIL) yN' WATER TIGHT SEAL (BEND OR SOLDER, 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 -t---ram_ / 4 \ 2x SUB-BAND\W/1/2"X? NOTCH V @ END, WRAPPED IN PEEL & STICK \ ( DRIP EDGE I 1/8 7/8" TEXTURED II \ 1 FINISH @ WOOD - �EXTURED FINISH @ CMU \ 1 1/8" iFv / \ \ !� METAL \ I . STUCCOI C�FR M WOOD WALL --- — t� \ I + / \ \ r I EXTERIOR WALL \ I ;(FRAME OR CMU) \ \ \ NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) OA ELEVATION PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS 6%8" O.C. MAX METAL FASCIA 2x SUB -BAND W/1 1 "x4" NOTCH @ ENE METAL WRAP FASCIA 2x6 SUB BE DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 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 a' 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 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"x? NOTH @ END, WRAPPED IN PEEL & STICK ROOF CEMENT @ ROOF =DGE OMITTED FOR :LARITY AIL I WALL W/ KICK -OUT SUB BAND DETAIL a@ WALL SCALE: N.T.S. t~ 5 '�t U t` O ° 0 APEX LU z U m �w W W Z 0 Z W Q true design studios 0 w O J 9000 REGENCY SQUARE BLVD. N ZSUITE 100, JACKSONVILLE, FL 32211 C 904.821.5200 p H �LD c O 11HOMON' U 0 • ! &Ile .w or_ O J LL Q •� U � Z } 0 O J O Z 2 U W F— x JW Q W U) W m o = z ��W//J�� W j VO O W -� Q o z > � � W W O W W Q ~ W �= o Q ti U) x 0 0 O Z W 2 I-_ U Z Abbott Park a w LL a LOT 027-03-1 B w U) 0 W PROJECT NO: 2021.012596 — z DRAWN: CD w -- 0 CHKD: JAC LL O 0 O u7 W J Q U W Z 11-01-2021 O Z REVISIONS: < No. Description Date o -- - - W U) W W Q U 0 A500 z O 0 DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 1/2" (MIN) ST( FINISH TEXT( PER COMMUI SPECIFCATIC FLANGE CASI BEAD CASING BEAD at WN SCALE: N.T.S. 5/8" CEMENT PLASTER 12" WIDE SELF-ADHESIVE FLASHING CENTERED UNDER CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) PRE -FORMED CONTROL JOINT W/ STRIP LATH CONTROL JOINT - HORIZ - CMU SCALE: N.T.S. VINYL ANGLED CASING BEAD (AM66-ANGLED-1250) VINYL CASING BEAD (AM66-1250) 1/2" (MIN) TEXTURED FINISH at MASONRY RAISED BAND at BLOCK SCALE: N.T.S. " GYP BIRD OVER J I PRE SHAPED STUCCO BAND 1 x2 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 PRE -FORMED CONTROL / \ 5/8" CEMENT PLASTER JOINT W/ STRIP LATH 12" WIDE SELF-ADHESIVE I : FLASHING CENTERED UNDER _,_s • �; ..;. ` : CONTROL JOINT (CLEAN MASONRY BEFORE APPLYING) i �T CONTROL JOINT - VERTICAL - CMU SCALE: N.T.S. CORNER BEAD (FASTENER & SPACING at 70.C.) ;MU 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY 3PECIFCATIONS CORNER BEAD at BLOCK SCALE: N.T.S. ` CMU WALL W/ 48' STUCCO FINISH (RE: STRUCTURAL) GYP BIRD OVER PRE -SHAPED STUCCO BAND 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS WRITTEN SPECS (RE: ELEV) at CMU WALL (TYP) WOOD BLOCKIN 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 JAMB at CMU STUCCO FINISH 6" SELF ADHESIVE OVER TOP & SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT at TOP & SIDES DRYER VENT (BLOCK) SCALE: N.T.S. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING GALV'D MI "Z" FLASI DO NOT CA_, ... SEAL OPENING 1 114" X 6" SIMULATED / WOOD TRIM MEMBER SEAL GAP W/ CAULKING OR APPROVED SEALANT STUCCO CASING BEAD y SIDING TO STUCCO FRAME TO BLOCK �alrM, . 1� 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 Y " GYP BIRD 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 ELECTRIC ME' FIELD VERIFY LOCATION AREA TO RECE. STUCCO SCRATCH COAT & 1 COAT OF PAINT W/ BACK -ROLL PRIOR TO ELECTRIC METER INSTALLATION ELECTRICAL CONDUIT PENETRATION WOOD CONST BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 5/16" X 7 1/4" LAP SIDING W/ 6 REVEAL STARTER STRIP DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING 1 1/4" X 6" SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD FINISH COATING OVER PRIMED THREE COAT STUCCO FINISH (7/8" NOM) OVER GALV MTL LATH WD SHEATHING f OVER 15# FELT OVER APPROVED (RE: STRUCT) `! HOUSEWRAP FASTEN TO WD STRUCTURAL MEMBER at 7" O.C. MAX Y+ 7/, " TO § " MID -WALL ..T SCREED _ za H Nag 6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING 1/2" (MIN) STUCCO FINISH TEXTURED PER COMMUNITY SPECIFCATIONS STUCCO DNE (1) u ELECTRIC CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELECTRIC METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT SCALE: N.T.S. FIBERCEMENT -OR- VINYL LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MFR WRITTEN SPECIFICATIONS EXTEND HOUSEWRAP OVER NAILING FLANGE WD SHEATHING (RE: STRUCT) -`- 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 n SPECIFCATIONS HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) SCALE: N.T.S. SCALE: N.T.S. " GYP BIRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME ANCHOR SHIM AS NEEDED INTERIOR DOOR HEAD at CMU CMU LINTEL (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR FLUID APPLIED FLASHING (CLEAN AAMppAppS��OYYNNRGY�BEFORE METALI DOOR FRAME EXTERIOR " GYP BRD OVER 1x2 TREATED FURRING STRIPS at CMU WALL (TYP) PT 1 x4 PT 2x4 FRAME — ANCHOR SHIM AS NEEDED INTERIOR DOOR JAMB at CMU CMU WALL W/ 1/2" (MIN) STUCCO FINISH (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT SELF ADHESIVE -OR- FLUID APPLIED FLASHING (CLEAN gqMppAPPS��OYYNNRGYIBEFORE NfETALI DOOR FRAME EXTERIOR 1 ti 0 u') U ti ? Cr z A DCY �� �i� W U W N z_ N m W LU z_ (D -C z tds i7i W Q true design studios N f� O -i 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 0 F- O c O U 11HOMN � o t E O J Q LL +� Q U z (D } i.� O J O z 2 U W F- W J Q Uj � W Q } m o = Z z j O �W VJ O W J I— Q p Q z qqdm > W o � J W W W F= F- M `Ir/ W Q 0 LL r U_ Q - X O O z = LI ~ U z Abbott Park a LU __ _ U_ a Q LOT 027-03-1 B w , PROJECT NO: 2021.012596 DRAWN: CD CHKD JAC 11-01-2021 REVISIONS: Description —ate A501 SCALE: 112" = 1'-0" SCALE: 112" = 1'-0" SCALE- 11/z" = 1'-0" SCALE: 1 y2" = 1'-0" SCALE: 1 ti2" = 1'-0" DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 E H8 AFI. 3 GFL............ .....G.Fl.. _ ............ 1 CFl .._ ..� FI .... __ GFI GFI T: ._.. .................... _. ... ...... - r 1f) 1 ...... .....! Q f /. ! \_. I ,, .._... ., a,. -- c7'i/_ R\ '........................ GFI " GFI........_.. ................. ................ -_ ............... ...... ... ... �3�3 .... .... ......... ................. ......... ......... .... . AFI / F • � J a a(�g 1' 9 1 1st LEVEL ELECTRICAL PLAN 1/4" = 11-0" WHEN PRINTED ON 22"x34" 1 1 1 1 1 I 1 1 I 1 1 I 1 1 I 1 1 I i 1 1 I I I 1 1 ELECTRICAL LEGEND SINGLE POLE SWITCH 3-WAY SWITCH CHIME DOOR BELL BUTTON DOOR BELL CHIME �3 t 4-WAY SWITCH GARAGE DOOR DIMMER SWITCH BUTTON GARAGE DOOR �p OPENER 220 VOLT OUTLET GFCI DUPLEX OUTLET GF DUPLEX OUTLET (b CEILING OUTLET AFCI DUPLEX OUTLET (b FLOOR OUTLET OO SMOKE DETECTOR (b JUNCTION BOX JB © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET j NETWORK OUTLET P SERVICE PANEL II TELEPHONE OUTLET 1�7 SERVICE METER (D GARBAGE DISPOSAL M WALL MOUNT LIGHT FLOOD LIGHT STRIP LIGHT BATH FAN & LIGHT COMBO - VENT TO EXT CLOSET CASTER SINGLE SCONCE DOUBLE SCONCE STAIR LIGHT BATH FAN -VENT TO EXT UNDER CABINET LIGHT V V db ® ® ® CASTER LIGHT PULL CHAIN LIGHT 4- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT HANGING PENDANT MINIATURE PUCK PNDT LIGHT MINI LIGHT LED FLUSH MOUNT RECESSED EYEBALL DISC LIGHT LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR ER /AROUND CEILING FAN( PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED PRE -WIRE FOR CLG FAN W/ CEILING FAN LIGHT ROUGH -IN ti 0 O ° Z o U) APEX W N z co CIL m w w z_ z tds W < true design studios � 0 O 1 9000 REGENCY SQUARE BLVD. a) ZSUITE 100, JACKSONVILLE, FL 32211 O 904.821.5200 0 H � O a U) O 01HO19ON' � U :3 Q #ER % O J LL Q -c z C� O J z U w X w J w U) o w m 0 Z w w OVJ �+ J Q o z Z o � _I W 0 W w Q 00 0 ILL Q U) X r 1 O O 0 z w U z � Abbott Park a w LL li LOT 027-03-1 B LU Q U 0 w PROJECT NO: f- 2021.012596 z DRAWN: CD w CHKD: JAC O 0 10 u7 w J Q U U) C� z_ Cn 11-01-2021 O _z REVISIONS: No. Description Date w cn 2 w J Q U H El 00 z O 0 DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 DESIGN CRITERIA AND LOADS N O N Building Code Florida Building and Residential Codes , 7t" 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_ ....Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA LL / 240 ROOF TRUSSES .............................................. TL / 180 TL MAX 1" UP TO 40' SPAN FLOOR JOIST OR TRUSS ............................... LL / 480 TL / 360 BEAMS'.............................................................LL / 360 TL/240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED %" DEFLECTION TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA ZONE DESIGNATION IZ -Interior Zone (psf) EZ - End Zone (psfl 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" PRESSURE (PSF) +25.4/-32 8 FT 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 1ST 4.0' PER FIGURE R301.2 (7) I L 1 ST FLOOR (NP) END ZONE DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NnTFC 1 A OO 0 STUCCO AND DIRECTLY MIN 15/2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (�/jfi' 24/16 R - ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE Lu = N (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. uui _j O caj ; z ALL OTHER VENEER MIN %6" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL CL (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 3 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) x C� 6 TILE AND METAL ROOF MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION z as w (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-03 NAILS: 4" O.C. AT PANEL EDGES AND o .- 6" O.C. IN THE FIELD w 0 �_ MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O 0 0fin z SHINGLE PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD. FLOOR DECK SHEATHING: 23/32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE NOTE 5 ( ) FIELD. MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN '%" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 1 /e ' COOLER NAIL OR N0.6 x 1 %" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 1s 6. 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL /32 0 BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE %fi' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7. 15/2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 1%2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1 TABLE 4: NAIL SIZE LEGEND NOTES 1 2 3 4 DIAMETER LENGTH 8d COMMON 0.131" 2-Yz" RSRS-01 0.113" 2-Y8" RSRS-03 0.131" 2-Yz" 10d x 1- 1/2" 0.148" 1-Yz" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-%" 16d SINKER 0.148" 3-Y," 16d COMMON 0.162" 3-'/z' NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. 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 ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED.11 NOTES: 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/z' TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. 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. 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 1-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, 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 %" SDS SCREWS ( ': x 1 /z 1 DTT2Z IN STUD W 0 X 4'/V WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB-TZ '/z 0 x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2 Yz"IN (18)0.162"x2 1/2'IN HTT4 STUD/BEAM/TRUSS `�8" HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 1/2" MTW12 (7) 10d x 1 1/2"(NOTE 2) 0 x 6" EMBED ANCHOR 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Yz" IN (26) 0.162" x 2 Yz" IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (9) 10d COMMON (9) 10d COMMON (NOTE 2) `§8" 0 x 6" EMBED ANCHOR HTT45 46" 0 x 6" EMBED ANCHOR MSTA24 EACH END MSTA24 EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 8" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 Y2" IN TRUSS (7) 10d x 1 Yz" 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 %;' '/;' TITEN x 2 (4) (5) %" x 2 '/;' TAPCON IN SCREWS IN MASONRY MASONRY (8) 10d x 1 1/2" IN TRUSS (9) 10d x 1 '/V IN TRUSS (11) 10d x 1 '/z" IN (11) 10d x 1 1/2" IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER H.�20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 1/2" IN (11) 10d x 1 Yi' IN STUD STUD (12)10dx1Y2'IN (8)10dx11/2'IN ABU44 (12) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) 48" 0 x 7" EMBED EPDXY 48' 0 x 7" EMBED EPDXY %"HTWM20 (12) 10d x 1 ' IN , „ /, (4) x 3" WEDGE BOLT STUD OR EQUIVALENT IN STUD (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1 Yz' IN (5) 8d x 1 Yz" IN ABU66 48" 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 Yz" IN RT7AT (5) 8d x 1 Yz" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD481 (14) 16d COMMON IN (5) 10d x 1 Yz" IN (5) 10d x 1 Yz" IN HUC48, HEADER HD481F, HEADER HS TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1'/z" IN TOP PLATE (5) 10d x 1 W IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7) W x 2 %" TITEN LUGT2 (5)'0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT HUC212-2 (22) 16d COMMON IN HEADER HD212-21F (22) 16d COMMON IN HEADER (26) 16d SINKER (28) 16d SINKER IN WALL 10 10d COMMON IN BEAM 00 10d COMMON IN BEAM LGT3 IN WALL FRAMING (12) SDS 'W x 2 ''/z" LUGT3 FRAMING 02) WS25 Y." x 2 1/2"(4)%" + x 1 /i' SDS SCREW (4) '/;' x 1 Yz" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%"x 3" SDS SCREWS HGA10 (4) ''/;' x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO MITEK EQUIVALENT (4) SDS %" x 1 ''/s" SCREWS (4)'/;' x 1'/z" WS15 SCREWS HGAM11DKT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) /, x 1 h WEDGE BOLT (4) %" x 23/." 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 Yz" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y4" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF W, 0 x 1 W, 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. 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 TRAND ORIENTED BOARD S WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/" WIDE, LINO. (3 Yz' 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 Y2" WIDE, LINO. SYS 42 PROPERLY RATED OPEN WEB HEADER 2 2 STUDS ( w 0 2 ANCHOR P5 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, ,NO.0 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 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 -1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 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 NAILS . 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 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. 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- Yz' @ 16" O.C. OR . DSP w/ (14) 10d x 1- W @ 16" O.C. OR . FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-%" (OR EQUAL APPROVED BY EOR). 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. u7 ti z U) W W m W W 0 z W IX O J LL O I- W O a O Q F_ 0 LL a z 0 0 O W X W M X m ILLI W Q U) O H U_ LL (0 } 0 O J O z 2 U W X W 0- FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE, MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, 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 tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 re, This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed nd the signature must be verified .[by a 3rd Party Certificate Authority n any electronic copy W Lu Q L LU 0 c� J Q 0 w J W w Uj W r � PROJECT NO: DRAWN: CHKD: Abbott Park LOT 027-03-1 B 2021.012596 CD MJP ,,`,�►�1111111��� LA&Z l f.- i No 85166 *: .* DocASigned by: :p' -ATE OF �/: SOT • .:(/, ii, FS • < p R O •� X .,.-ISJONAi 11-01-2021 REVISIONS: No. 1 Description Date ST=1 Q ❑ W _ti X z O ❑ W H z 0.- LL_ W J Q W F- U) W LL O 0 O V7 fn W J U >z ❑ C� z ❑ W U) W I- W J Q U U) I- O z O CMU/METAL CONNECTOR ENGINEERING DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 ch N ALTERNATIVE AC COND LOCATION r----i I I I I I I L — — — J FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" 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 & 517). • 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 Ej Wx8L" DEEP THICKENED BI 12" DEEP FTG UNDER BOX I EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN ❑C 16"SQx12" DEEP FTG ❑ 24"SQx20" DEEP FTG w/ (3) #4 EW � 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG w/ (4) #4 EW w/ (4) #4 EW 48"SQx24" DEEP FTG " #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY I w/ (5) #4 EW, T&B NOTES ON ST-1 2"0 VENT TO ROOF I I 2"0 VENT �TO ROOF I I 1 ti LO h O W z C0 W W z 0 z W O J LL z O F— O a O U O LL_ z } 0 O J O z U W W X 0}0 0 z O W U) O i- U LL } 0 O O z U W F— X W d APEX ,,iIl0^:**, tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 O C .6 N C s�► / 1 This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed hand the signature must be verified ■by a 3rd Party Certificate Authority n any electronic copy U) W Lu 0 W Z LU OF Q O qj* w v � J W Uj Uj r Lj_ PROJECT NO: DRAWN: ------ ----- CHKD: Abbott Park LOT 027-03-1 B 2021.012596 CD MJP �'•�� E SF•R No 85166 Doc*Slgned by: .•�. ,= . J' EATE OF3F46710ACDEF43y 44/; I� ,41'9/ONA 'a %% 111118111110t11-01-2021 REVISIONS: No.I Description � Date ST=2 0 W ti X z O 0 W F— z_ LL W J U G7 0 W F— ¢ W 0 LL O 0 0 W J U V z 0 U) 0 z 0 W W W .J U U) F— O z O 0 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 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/ ° ° D� p o o , (2) ROWS OF 3/6" DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER o 0 FLUSH w/ 3000psi CONCRETE. 1` ° ° EXISTING FOUNDATION. ° ° D D D \ ° • 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 DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24 O.C. COVER FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION 1\ ° D - • D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL. W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH �10'4' A.F.F. SEE ARCH (MAX 20" ° d a ° ° ° -J DEEP) d. 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 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 c CONTINUOUS CONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W/ ° 6x6 W1.4 x W1.4 WWF - _-----�---_ -�-° ° OR FIBER MESH tnO <� �° n $ °a ° #4OR#5 0 U) ° ° ° REINFORCING PER rJ ¢ 4 ° ° MONOLITHIC FOOTING RafSECTION FOOTING TO BEAR ON FIRM ° UNDISTURBED SOIL ° °° 1 ° MIN112" 4 < ° ° /// /��/��/��/��/\�/\�/\//\'/\�/\\�/` ' "" �-• STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #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 8" CMU CHAIR TOP OF SLAB ot BLOCK W/ (1) #4 OR #5 CONT. - � - - - _ L UU \\�/ w w o VAPOR BARRIER \/ _ � o x #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 . //�\ 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 ('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 (1) #4 OR #5 WWF OR FIBERMESH > Q Q C0 CONT D y LI W W Cn FINISH l\\ \_ O GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \ \\ \\ 4 TO 5 COURSES: 48" O.C. / ° I � FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE VERT REINFORCEMENT TO - 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 1 #4 OR #5 CONT.- 3'Y2" CONCRETE SLAB W/ 6x6 () W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. ''VARIES PER T36' MAX ARCH PLANS ° Q d//A 12" MIN �` , '\ VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS - ON FND PLAN 12" UNDER 1 STORY WALL V11/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH "NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "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 > STONE CLADDING FINISH - MIN 6" a, E ° °- n ---a-- - - - --_ N Q ALL OTHER EXTERIOR WALL 'IT L) CLADDING -MIN 8", U.N.O. ON ARCH � �, \\/\�\//\//\/\/\ O O VAPOR BARRIER / \ \ \ \ \ \ \ Z APE 12 MIN X/\/\/\/\/\� C LU Z / Q FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK (n FIRM UNDISTURBED LOCATIONS ON FND PLAN Q SOIL m 12" UNDER 1 STORY WALL w/ W (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE Z Q, 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS Z W t -Q 1 MONOLITHIC FOOTING SECTION True design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY J 9000 REGENCY SQUARE BLVD. 4) FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 C PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 904.821.5200 0 O CONCRETE SLAB w/ 6x6 .N (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR C FIBERMESH O a. 11 a HOMON' N Q • .'-' Q VAPOR BARRIER 0 L_ Q � 3 BEARING WALL FOOTING SECTION Z O CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR J FIBERMESH 0 This item has been electronically 0'-0" A.F.F. = signed and sealed by Justin M Lanier, ly SEE ARCH PE on the date and/or time stamp DETAILS W shown using a digital signature. d ^� Printed copies of this document are not considered signed and sealed X and the signature must be verified 8" MIN W �y a 3rd Party Certificate Authority n any electronic copy Q WUj U) 8"x8" THICKENED 8" Q FTG AT Q - STEP-DOWN, SEE VAPOR BARRIER � PLAN } CURB STEP SECTION Q M Z W4 wO cn a - 8" UNDER MASONRY WALL O W CONCRETE SLAB W/ " UNDER WOOD WALL O 6 6x6 W1.4 x W1.4 WWF __ � Z � Q Uj OR FIBERMESH VARIES ° SEE ARCH A ° (MAX 16") j O L� W W a //�7/\//��T� � LLB Q 12" MIN%LU �\�/%\\�\\\ LL VAPOR RARRIFR d //i. ° U) X 6" OPT. EXTENSION IN BRICK } LOCATIONS ON FND PAN Ur O Z 12" UNDER 1 STORY WALL w/ J O (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 O Q BAR IN BRICK LEDGE Z W 16" UNDER 2 STORY WALL w/ _ (2) #5 OR (3) #4 CONTINUOUS W Z Abbott Park GARAGE EXT WALL CURB SECTION 5 X CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LU - FOLLOWING OCCUR: Q LOT 027-03-1 B w J • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28 • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH h 0'-0" A.F.F. SEE ARCH (MAX 20" \\\ \\ \� d ° a n ° ° - DEEP) •� 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT *_BEARING CURB STEP SECTION TYPICAL REINFORCING BARS AT FTHICKENED FOOTING, SEE - MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS HOUSE SUM RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U W Q W PROJECT NO: 2021.012596 z - - 0 DRAWN: CD w -- - Q CHKD: MJ P L _ O O UA i, • �� G E IV 54' •� U No 65166 r Doc%ftned by: Ur Z STATEE3F4671DACDEF43 OF 0% �• 11-01-2021 O Z REVISIONS: < -No.1 Description Date Q VJ _ W 2 -- I- W - - J (.5 U) Z ST=2mDo' Q CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 ti 19 i]n Al 1 st LEVEL STRUCTURAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS I NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 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) MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2• SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL LINTEL MAX CLEAR COMMENTS NO. DESCRIPTION SPAN L-1 8F-1-32 16' - 0" GARAGE L-2 8U8 8U8 - - - 8F-16 5' - 6" --- 3' - 0" 6' - 0" L-3 L-4 L-5 ----8F-16 9' - 2" L-6 8F-16 7' - 5" REAR PORCH L-7 8F-16 7' - 1111 REAR PORCH L-8 8F-16 7' - 8" REAR PORCH L-9 8U8 4' - 6" ELEV B & E U 0 N N N LO ti O W W z_ U) Z) to W W z_ z W 0 J LL z O U 0 0 M a rn 0 0 N / 1 Q 0 W 0 J LL 2 Z C� 0 J 0 z U W W a— Q m 0 LU O W Q z U) O Q O _I 0 z U W x W a APEX tds s� w true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed �nd the signature must be verified y a 3rd Party Certificate Authority n any electronic copy W I — W♦1 Q — � Z W O a - U) Q O W Q J W W 00 W o TMLL 2 ti x O 0 z Abbott Park W a LOT 027-03-1 B w Q U W PROJECT NO: F- 2021.012596 z 0 DRAWN: CD LU 0 CHKD: LL MJP 0 IR 0 0 LO U) W Q U No 85166 (n Docoigned by: -13 EY4671DACDEF43�,!.ATE OF :•44/ ` •• 44/ �,���•` p 11-01-2021 O z REVISIONS: < No. Description Date - -- W W W - -- - J Q — U H O ST=3 z 0 0 CMU/METAL CONNECTOR ENGINEERING M � 5 '� �M�•1T'-J114.i ti�}��.1 ��� 'tilT'~�" IfM�.' 'pl i1 1 i'1�ti�r,. DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 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 LUMBER SIZE SPACING --- SPACING - - -- - - - 2x6 2x8 2x10 2x12 19'-11" 23'-9" 26'-0" 12" 16-5" 16" 13'A" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C_ LUMBER SIZE 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'4" 26-0- 16" 11'-3" 17'4" 23'4" 26-0" 24" 9'-10" 15'-6" 20'-1" 23'-11" 10 L.L15 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING). OR • FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE w/ FASTENING SHOWN BELOW • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER TO WOOD: 2x6...................................(4) 12d COMMON 2x8...................................(6) 12d COMMON 2x10.................................(8) 12d COMMON 2x12.................................(10) 12d COMMON LEDGER TO CMU (W/ 3" TAPCON OR TITEN): PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): 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 '/i' LONG #14 WOOD SCREWS PT 2x8...................................(5) W x 4 '/z" LONG #14 WOOD SCREWS PT 2x10. ................................ (7) W x 4-1/V LONG #14 WOOD SCREWS PT 2x12.................................(9) %" 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 6. ANGLE & LATERAL BRACES MAY BE OMITTED PROVIDED GABLE TRUSS IS ANCHORED TO MASONRY W/ META12 OR GREATER @ MAX 24" O.C. U 0 �-i rn N 0 ti 0 W 07 W z_ U) m Of W z 0 z W _0 O J LL z 0 H 0 d It U 0 J LL Q U z 0 0 J 0 z U W F_ W a X Q m W z 0 W Q U) _O H H U_ LL Q 0 O J O z U W H X W a Q E O APEX O 1 Rf t d Q true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed nd the signature must be verified a 3rd Party Certificate Authority .Jby any electronic copyWn LU Q — Z� LU a 0 - U) J QO LV Q J W ti X 0 W I— z Abbott Park W CL LL LOT 027-03-1 B W Q U W PROJECT NO: 2021.012596 z DRAWN: CD W 0 CHKD: MJP ILL 0 O O u7 LIJ Q U No 85166 w Doe*Slgned by: Ur rw�1 • �Y- :� STATE OF : �Z O • 3F4671DACDEF435. . S ......•• 11-01-2021 0 z REVISIONS: No. Description Date W W Q -- U U 0 ST=3A z 0 0 CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 TRUSS TO TOP PLATE, MOISTURE BARRIER/ UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/H8ORH10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2. WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 12" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1 (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 I • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING 2x_ NO. SPF OR BETTER @ MAX 16" O.C. I I PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) BOTTOM PDT ANCHOR g PROVIDE DOWELS TO MATCH THREADED ROD ANCHOR W/MIN 4" _ EMBED W/ NUT & WASHER IN SIMPSON M I I VERTICAL WALL ACRYLIC -TIE OR EQUIVALENT z REINFORCING W/ MIN 30" LAP ADHESIVE @ MAX 48" O.C. (IF DOWEL IS OMITTED OR OR I I IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF '/z' WEDGE BOLT W/ MIN 4'/2" EMBED W/ EQUAL SIZE W/ MIN. 6" WASHER @ MAX 48" O.C. I I EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) 4 4 j //\� \\\/\\ ° d \° BOTTOM PLATE ANCHOR NOTES d • 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) TYI ROOF -TO' CONNEC 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 1V32" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 k2" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) WALL SECTION AT ROOF ( RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL: FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN ( FOR MISLOCATIOI INSTALL NEW MAS STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY f CORNERS 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. 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" 11/2 3%-- 37 5„ 11,16 3 3/4" 3 3/4 6„ 2 %4, 33/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS '/:' 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 DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED 11/:") 1x_ PT NAILER BUILT UP 2X_ATTACHED TO MASONRY, (1) PLY 1 x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOOR/VVINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) I- ti O U) U) W Z U) m W W z 0 W 0 U_ _O H O a. 0 U 0 FE O J LL Q U Z 0 O J O z U W H W a. Q m O LLI O U U_ Q W 0 J O z 2 U W x W a. Q O U >O APEXO U O tds true design studios N 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p =n This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed ■and the signature must be verified ■by a 3rd Party Certificate Authority n any electronic copy W v W 0. Z W O cn J <C p W Q J W ti x 0 0 W H Z Abbott Park Of a- - LL LOT 027-03-1 B W Q U co 13 W PROJECT NO: F- 2021.012596 z - 0 DRAWN: U) CD W CHKD: MJP 0 0 0 LO ,,*ttt,tt,fui►�� U) �. JSj iN LAN��.,� ♦ • • �i �•'��� E NsF•R a ' U No 85166 W w Doc*Signed by: Ur :�O•'. • Z STATE OF .3:�i �, /E ��S'I,O N A ,` C,. . 0 11-01-2021 O z REVISIONS: No. Description Date -- - W LU W _ J Q U H O ST=5 Z O CMUIMETAL CONNECTOR ENGINEERING DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 BOND BEAM REINFORCEMENT J (SEE WALL SECTION) w FILL SOLID TO BOND BEAM w w "v .~ 8 F - #— DEPTH OF LINTEL ASSEMBLY "d" 11 GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT ^ (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 0 0 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 w J 0 w U w w BOND BEAM REINFORCEMENT (SEE WALL SECTION) — FILL SOLID TO BOND BEAM 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-# PROVIDE FLASHING AT WALL INTERSECTION 2x8 SYP PT LEDGER TO BLOCKING W/ (2) ROWS 10d @ 8" O.C. STAGGERE 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 TYPICAL PRE -CAST LINTEL OPTIONS 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR 6'-1" ABOVE 4'-9" ABOVE F.F.E. - ABOVE F.F.E.F.F. E. (0l r- 2x6x12 PT CENTER E 4e' DIA. ANCHOR 2x4 PT TOP BUCK 4.OF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) %" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, 0'-9" ABOVE EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16" 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 -- FASTEN CONTINUOUS NAILERS • TO MIN 3" DEEP SOLID FRAMING WITH (2) %" x 4'/i' LAGS OR WOOD SCREWS @ MAX 16" • SOLID FILLED MASONRY W/(2) ROWS %" x 3" TITEN OR TAPCON @ 12" O.C. STAGGERED TOP CHORD/RAFTER TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS PRE -MANUFACTURED ROOF TRUSS OR 2x4 NO.2 SYP AT 24" O.C. FASTENED TOGETHER WITH (6) 8D COMMON. 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. D4 SHED ROOF DETAIL MOISTURE BARRIEF BY OTHERS (2) 2x8 SYP BLOCKING W/ (3) 10d TOE -NAILS EACH END. BRACKET TO SUPPORTING MEMBER W/ 44' ❑ GALVANIZED THRU BOLT W/ NUT AND 2" SQUARE x14" THICK WASHER AT EACH END. COUNTERSINK AS NEEDED T TRELLIS DETAIL AT GARAGE MOISTURE BARRIER BY OTHERS TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) ROOF DECK ROOF TRUSS OR RAFTER (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMM NS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE 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 PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR — FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. ROOF DECK ROOFTRUSS OR RAFTER SUB FASCIA tE BARRIER RS Y LINTEL V UPLIFT CONNECTION PER TYPICAL WALL SECTION PORCH BEAM FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 / HGAM 10) 2021 V1.0 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-133, MOST CURRENT EDITION. _" MAX _" MAX J6" MAX _" MAX I6" MAX T_" MAX 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1 1/2" 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 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 -Y2" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) TOP OF FINISH CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED I ALTERNATE BRACING_ SIZE CLR ITORL_ SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* T-BRACE FASTENED TO ---- - WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* 2x8 -- 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR *IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED I � � -I------------- X, I � � I i i I -'---- ----- = VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM LO ti O Z APEX W W CA m W W Z_ (D Z tds W Q true design studios 0 0 _j 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Z z 904.821.5200 0 W 01HOMON' U 0 E i 0 J LL Q Z } 0 J 0 Z = U This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp LU W shown using a digital signature. Printed copies of this document are not considered signed and sealed X W jnd the signature must be verified y a 3rd Party Certificate Authority Qn any electronic copy Uj Q W W 0 0� fb o = z w �W/� O VJ a - 0 W -� Q O Z Q :DW J W 0 W �------- � WW � Q H 0 t LL. LILI z> Cn X } (D 0 Z O 0 -- - Q Z z W U ~ Z Abbott Park a X PRECAST LINTEL SEE W LL PLAN Q LOT 027-03-1 B W J Q EXTEND REINFORCING TO U END OF PIER W/ 6" BEND TO Cn LAP WALL REINFORCING AS 0 SHOWN. PROJECT NO: �- MIN (2) SOLID FILLED & 2021.012596 z REINFORCED CELLS W/ NO.5 _ _ (..U' VERT. BAR ADJACENT TO DRAWN GARAGE DOOR OPENINGS. CD W NO.5 VERT. BAR IN FILLED c""D M JP LL CELL AT EACH END OF PIER 0 0 NO. 5 DOWEL TO MATCH EACH C:) SOLID FILLED & REINFORCED LO CELL EXTENDING FROM FOOTING ,��11111111���/�� TO LAP WALL REINFORCING �� S~<�N LANj ���� w W/ MIN 25" LAP UNLESS NOTED ,��� JJ•'� C•E N s • F'4 i Q OTHERWISE ON DOWEL & LINTEL •• V F•'•* U PLACEMENT PLAN. MIN 6" BEND NO 85166 ! CO AT BOTTOM. Z f^ Doc*Signed by: 0 CONCRETE E Z FOUNDATION WORK ��ATE OF : �; O 3F4671DAC0EF4.5 �/ PER PLAN 0, T � A14 O ` � P•*. �7. Q N A E % %�. /1I11 11-01-2021 0 --------- Z REVISIONS: X/x NO. 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