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Home My WebLink About7763 Wheat Stone DrDR HORTON A4CB CLIFTON ELEVATION B Abbott Park,, LOT 038-03-04 I ALL Wi�DkK SHALL GOMI - L �Aj' � � �� lA4Ll�9 0 AND THE ('t r td N ...V LU -6 -j a) true design studios M J 'WAN U8 2025 Z 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 a 0 o4-1 o LU w ,CY Don-HOMON :3 i \�\ / G. �', AV•� . co � C) W � Q Z W U W IY BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2023 FL BUILDING CODE - FUEL GAS: 2023 FL BUILDING CODE - PLUMBING: 2023 NATIONAL ELECTRIC CODE: 2020 FL BUILDING CODE - MECHANICAL: 2023 FL FIRE PREVENTION CODE: 2023 FL BUILDING CODE - ENERGY CONSERVATION: 2023 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE: SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS CONDITIONED AREA 1 st Floor 1816 SF 1816 SF UNCONDITIONED AREA Garage 455 SF Entry 30 SIF Lanai 165 SF 650 SF Grand total 2466 SF VOLUME 1 st Floor 16945 CF Grand total 116945 CF O 0 0 rn z ti 0 O O U) Uj U, m - w z LL z W C/) m 0 U) - w W C.) Qz� o o Q W m W W o w o W W O d■ J LL X IL Z This lar, been electronically O signealed by Jeffery P Z Arneson, PE on the date and/or time Q Q stamp shown using a digital signature. Q Printed copies of this document are 0-1 not considered signed and sealed and W O the signature must be verified by a 1-- 0- 3rd Party Certificate Authority on any _Z w electronic copy W O n L1 Q Abbott Park Q O U � LOT 038-03-04 0 Q W F- U Q Z_ Z } CD PROJECT NO: C/) O W2023.004319 0 Ll- Z DRAWN: O U EM CD W CHKD: L DO X — W W a_ J a a X �ry�gil!!g1!/lj�P APf U �N0 58544 Z �k < 3� STATE ,OF O "`�; � R ° 'i'.�!!►��' C/) Q p 0245-2024 p F- W U REVISIONS: LU W No. Description Date F- W (n J — Q >- U U) 0 F— O O Z Z 2 0 W F- X w 0000 a_ Q Y Footer Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service o location. Connect to footer steel LO w/ (2) ground clamps 5' apart UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. A/C DISCONNECT METER MAIN #12 COPPER OR #10 ALUMINUM / COPPER - DISC. CLAD ALUMINUM TO APPLIANCES AND GFI 0 AMMP 200AMP TYPICAL #14 COPPER OR #12 ALUMINUM / COPPER - ELECTRICAL CLAD ALUMINUM TO LIGHTS AND OUTLETS PANEL #10 COPPER OR #8 ALUMINUM / COPPER- CLAD ALUMINUM TO WATER HEATER UNDGND #8 COPPER OR #6 ALUMINUM / COPPER- SERV. BY CLAD ALUMINUM TO RANGE POWER CO. #6 COPPER OR #6 ALUMINUM / COPPER - CLAD ALUMINUM TO HVAC N.T.S. 0 #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250,94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2020 NATIONAL ELECTRIC CODE • PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION • CARBON MONOXIDE PROTECTION PER RESIDENTIAL CODE R315.1 TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM • ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O. • PER NEC SECTION 210.8(A)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED OUTDOORS MUST BE GFCI-PROTECTED • PER NEC SECTION 210.8(A)(5) ALL 15A & 20A, 15V RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN NON -DWELLING OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED • PER NEC SECTION 406.8(B)(1) 15A & 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT • PER NEC SECTION 406.9(C) RECEPTACLES SHOULD NOT BE INSTALLED WITHIN A ZONE MEASURED 3FT HORIZONTALLY AND 8FT VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER STALL THRESHOLD. • 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 RESIDENTIAL CODE 314.1. GC TO INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR APPROVED EQUAL • 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 PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES LAMPS SHALL BE HIGH EFFICACY AND SHALL COMPLY WITH RESIDENTIAL CODE R404.1. • PER RESIDENTIAL CODE 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 • PER NEC SECTION R230.67 ALL SERVICES SUPPLYING DWELLING UNITS ARE REQUIRED TO BE PROVIDED WITH A TYPE 1 OR TYPE 2 SURGE -PROTECTIVE DEVICE. EACH DWELLING UNIT SHALL BE DESIGNED WITH PROVISION FOR FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT IN ACCORDANCE WITH RESIDENTIAL CODES RF103.1 AND RF103.3. ABBREVIATIONS LEGEND ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN ABV ABOVE INSTRUCTIONS PER RESIDENTIAL CODE R806 AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR • ALL OVERHANG DIMENSIONS ARE TO EDGE OF AHU AIR HANDLER UNIT RAFTER. REFERENCE WALL SECTIONS/DETAILS BLK BLOCK FOR ALL OVERHANGS NOT DIMENSIONED. CABS CABINETS CLG CEILING • ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH RESIDENTIAL CODE R905.1.1 CHR CHAIR RAIL COFF COFFERED EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT COL COLUMN OUT IN ROOF SHEATHING PER MFR WRITTEN COND CONDENSER INSTRUCTIONS CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM • ROOF VENTING MUST MAINTAIN A MIN. DISTANCE DBL DOUBLE OF 4'-0" FROM CENTERLINE OF SEPARATION WALL DIAG DIAGONAL DR DOOR 0 NO PENETRATIONS WITHIN 4'-0" OF RATED WALLS 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 ROOF VENT CALCULATION LT LAUNDRY TUB MRBL MARBLE FORMULA: MC MEDICINE CABINET MIR MIRROR 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES MTL METAL OF CEILING OH OVERHEAD *144 SQ. IN. = 1 SQ. FT. OPNG OPENING BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.) OPT OPTIONAL BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED R & S CLOTHES ROD and SHELF SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% REF REFRIGERATOR AT LOW. SD SOAP DISH PER RESIDENTIAL CODE SECTION R806.2: 40% MIN, SDLTS SIDE LIGHTS BUT NOT MORE THAN 50% OF VENTILATION MUST BE SGD SLIDING GLASS DOOR PROVIDED BY VENTILATORS LOCATED NO MORE THAN SH (2) SHELVES (QUANTITY) 3'-0" BELOW THE RIDGE OR HIGHEST POINT OF THE SHWR SHOWER SPACE TB TOWEL BAR TPH TOILET PAPER HOLDER BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE) T&S TUB and SHOWER TEMP TEMPERED (a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA) TR TRANSOM PER LINEAL FT VOL VOLUME WC WATER CLOSET (b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED WD WOOD W/ 9.19 SQ IN (NFVA) PER LINEAL FT WH WATER HEATER CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL WNCT WAINSCOT NOT INCLUDE NON -VENTED FIRE RATED SOFFIT WS WATER SOFTENER LOCATED LESS THAN 5' FROM PROPERTY LINE WASH WASHER XTERIOR ELEVATION GENERAL NOTES GENERAL NOTES 0 • FRONT ELEVATIONS BANDING, MOLDING, • ALL CONSTRUCTION SHALL MEET THE LATEST p Cy COLUMNS AND TRIM SHALL RECEIVE A SAND EDITION OF CODES ADOPTED BY THE LOCAL o FINISH. SEE ELEVATION FOR DEPTH OR RAISED GOVERNING AGENCIES U? APEX r BANDING _C: • SIDE AND REAR ELEVATIONS BANDING AROUND • PER RESIDENTIAL CODE R302.5 NO OPENINGS FROM co WINDOWS AND DOORS MAY BE OPTIONAL PER A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTO 14 COMMUNITY SPECS - SEE COMMUNITY SLEEPING AREAS. ALL OPENINGS SHALL HAVE r SPECIFICATIONS OR CONSULT THE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE CONSTRUCTION MANAGER. ALL BANDING SHALL RATED DOORS NOT LESS THAN 1-3/8 INCHES RECEIVE A SAND FINISH THICKNESS. ALL DUCTS IN THE GARAGE OR j PENETRATING THE WALL OR CEILING SEPARATING N • ROOF COVERING SEE COMMUNITY M THE GARAGE AND DWELLING SHALL BE �-" SPECIFICATIONS OR CONSULT THE J CONSTRUCTION MANAGER. SEE STRUCTURAL CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH ILL SHEETSFOR SHEATHING REQUIREMENTS MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR LU t --a. OTHER APPROVED MATERIAL AND SHALL HAVE NO J • FLASHING SHALL BE INSTALLED AT WALL AND OPENINGS INTO THE GARAGE _j true design studios ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN . PER RESIDENTIAL CODE TABLE R302.6 GARAGE O ROOF SLOPE OR DIRECTION, AND AROUND ROOF SHALL BE SEPARATED FROM RESIDENCE AND IT'S U OPENINGS 9000 REGENCY SQUARE BLVD. ATTIC W/ MIN. 1/2" GYP BOARD ATTACHED IN �1 ACCORDANCE WITH TABLE R70235. HABITABLE U SUITE 100, JACKSONVILLE, FL 32211 ui .. • WINDOW PAN FLASHING SHALL BE IN Q ACCORDANCE WITH RESIDENTIAL CODE R703.4 ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THEin p • WALL HEIGHTS VERIFY ALL BEARING WALL SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY p HEIGHTS WITH FINAL TRUSS LAYOUTS STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE W PROTECTED W/ MIN 1/2" GYP BOARD f • LATH PER RESIDENTIAL CODE R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF U) 11HOMN' • PER RESIDENTIAL CODE R309.1 GARAGE AND CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE CARPORT FLOOR SURFACE AREAS USED FOR ; ATTACHED WITH 11/2-INCH-LONG (38 MM , 11 GAGE PARKING OF AUTOMOBILES OR OTHER VEHICLES ��4�� oo `aws, ° ""'\1 We NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR SHALL BE SLOPED TO FACILITATE THE MOVEMENT pp \. V 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, OF LIQUIDS TO A DRAIN OR TOWARDS THE MAIN LU SPACED NOT MORE THAN 6 INCHES (152 MM), OR VEHICLE ENTRY DOORWAY 0 AS OTHERWISE APPROVED Q D • PLASTER PER R703.7.2, PLASTERING WITH PER RESIDENTIAL CODE R312.1 PORCHES, O PORTLAND CEMENT PLASTER SHALL BE NOT LESS BALCONIES OR RAISED FLOOR SURFACES LOCATED U) THAN THREE COATS WHERE APPLIED OVER METAL MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE LATH OR WIRE LATH AND SHALL BE NOT LESS SHALL HAVE GUARDS NOT LESS THAN 36" IN z THAN TWO COATS WHERE APPLIED OVER HEIGHT, PER RESIDENTIAL CODE R312.1.2 OPEN W MASONRY, CONCRETE, PRESSURE -PRESERVATIVE SIDES OF STAIRS WITH A TOTAL RISE OF MORE 0 TREATED WOOD OR DECAY -RESISTANT WOOD AS THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL W SPECIFIED IN SECTION R317.1 OR GYPSUM HAVE GUARDS NOT LESS THAN 34" IN HEIGHT BACKING. IF THE PLASTER SURFACE IS MEASURED VERTICALLY FROM THE NOSING OF THE COMPLETELY COVERED BY VENEER OR OTHER C) FACING MATERIAL OR IS COMPLETELY TREADS rn CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL • PER RESIDENTIAL CODE R312.1.3 REQUIRED THICKNESS IS AS SET FORTH IN TABLE R702.1(1). � ON WOOD -FRAME CONSTRUCTION WITH AN GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED I- , FLOOR AREAS, BALCONIES AND PORCHES SHALL ♦^ ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR 0 PLASTER SHALL BE APPLIED TO COVER, BUT NOT HAVE INTERMEDIATE RAILS OR ORNAMENTAL Z EXTEND BELOW, LATH, PAPER AND SCREED. THE CLOSURES WHICH DO NOT ALLOW PASSAGE OF A MM _ Uj PROPORTION OF AGGREGATE TO CEMENTITIOUS SPHERE 4" OR MORE IN DIAMETER U) W N MATERIALS SHALL BE AS SET FORTH IN TABLE LU LL R702.1(3) . PER RESIDENTIAL CODE R308.4.5 GLAZING IN WALLS, Z U. Z W • WEEP SCREED PER R703.7.2.1 A MINIMUM ENCLOSURES OR FENCES CONTAINING, FACING, OR O r^ 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET ADJACENT TO HOT TUBS, SPAS, WHIRLPOOLS, 03 V J GAGE), CORROSION -RESISTANT WEEP SCREED OR SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND 0 5 PLASTIC WEEP SCREED, WITH A MINIMUM INDOOR OR OUTDOOR SWIMMING POOLS WHERE UJI VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES THE BOTTOM EXPOSED EDGE OF THE GLAZING IS W O (89 MM) SHALL BE PROVIDED AT OR BELOW THE LESS THAN 60 INCHES MEASURED VERTICALLY Z FOUNDATION PLATE LINE ON EXTERIOR STUD ABOVE ANY STANDING OR WALKING SURFACE, Q / Q Q WALLS IN ACCORDANCE WITH ASTM C926. THE SHALL BE CONSIDERED A HAZARDOUS LOCATION. Z W WEEP SCREED SHALL BE PLACED NOT LESS THAN W 1 1 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF LJJLLj (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A THESE ITEMS LISTED. IF ANY OF THESE ITEMS LLI L j w : TYPE THAT WILL ALLOW TRAPPED WATER TO LISTED IS INSTALLED, SUCH GLAZING FACING THOSE DRAIN TO THE EXTERIOR OF THE BUILDING. THE ITEMS IS TO BE TEMPERED WEATHER -RESISTANT BARRIER SHALL LAP THE OJ U� X ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL PER RESIDENTIAL CODE R312.2, PROVIDE WINDOW IL `- COVER AND TERMINATE ON THE ATTACHMENT Z This i been electronically FLANGE OF THE WEEP SCREED FALL PROTECTION IN ACCORDANCE WITH R312.2.1 O signed<aled by Jeffery P Z AND R312.2.2 Arneson, PE on the date and/or time O • WATER -RESISTIVE BARRIERS PER R703.7.3, Q stamp shown using a digital signature. Printed Printed copies of this document are WATER -RESISTIVE BARRIERS SHALL BE INSTALLED • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR 0� not considered signed and sealed and LU AS REQUIRED IN SECTION R703.2AND, WHERE O the signature must be verified by a �- APPLIED OVER WOOD -BASED SHEATHING, SHALL W 3rd Party Certificate Authority on any Z INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE • C.J. = RECOMMENDED MASONRY CONTROL JOINT W' electronic copy BARRIER WITH A PERFORMANCE AT LEAST LOCATION O W EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. U LL THE INDIVIDUAL LAYERS SHALL BE INSTALLED • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW INDEPENDENTLY SUCH THAT EACH LAYER AND DOOR FLASHING, TAPING AND SEALANTS TO BE Abbott Park � PROVIDES A SEPARATE CONTINUOUS PLANE AND INSTALLED PER BUILDER PROVIDED Q ANY FLASHING (INSTALLED IN ACCORDANCE WITH O U SECTION R703.4) INTENDED TO DRAIN TO THE SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS Li U)WATER-RESISTIVE BARRIER IS DIRECTED LOT 038-03-04 0 BETWEEN THE LAYERS 0 ALL FINISH DETAILS & TYPICAL PLAN NOTES Q W PROVIDED BY BUILDER IN ACCORDANCE WITH Z Z TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS W FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND 0 PROJECT NO: W SPACING 2023.004319 0 O LL Z DRAWN: O = EM o U LLI CHKD. O TERMITE SPECIFICATIONS X DO W 0- J SECTION R318 PROTECTION AGAINST TERMITES Q Q X�yx� �rrjff�U TERMITE PROTECTION SHALL BE PROVIDED BY < ,�� a, �ARAI sel� U) REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED 4�� .•`�c E N S ` PESTICIDES, BAITING SYSTEMS, AND PESTICIDES } ��•`I' ` `a, `r U APPLIED TO WOOD, OR OTHER APPROVED METHODS 0 No 58544 Z OF TERMITE PROTECTION LABELED FOR USE A W �. ®a # -- PREVENTIVE TREATMENT TO NEW CONSTRUCTION Z (SEE SECTION 202, REGISTERED TERMITICIDE). UPON I "` COMPLETION OF THE APPLICATION OF THE TERMITE O "mw� STATE % OF Q. PROTECTIVE TREATMENT, A CERTIFICATE OF 4\ 1� s s` U 1 COMPLIANCE SHALL BE ISSUED TO THE BUILDING W ma's 1. 0� (D DEPARTMENT BY THE LICENSED PEST CONTROL < � ,.• Z t'_ COMPANY THAT CONTAINS THE FOLLOWING Z Afff 'NA 1 �. > STATEMENT: "THE BUILDING HAS RECEIVED I', COMPLETE TREATMENT FOR THE PREVENTION OF :Dfy SUBTERRANEAN TERMITES. TREATMENT IS IN O 02-15-2024 0 ACCORDANCE WITH RULES AND LAWS ESTABLISHED I- W BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND U) CONSUMER SERVICES." U_ REVISIONS: _ NOTE: Q No. Description Date � 1. METHOD OF TREATMENT SHALL BE APPROVED BY U J THE GOVERNING JURISDICTION "LIQUID BORATE } U OR BORA-CARE" PRODUCT METHODS MUST BE O DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE _j O BUILDING DEPARTMENT. O z 2. PRESSURE TREATED LUMBER THAT HAS BEEN Z O CUT OR DRILLED THAT EXPOSES UNTREATED U 0 PORTIONS OF WOOD ARE REQUIRED TO BE FIELD W TREATED TO PREVENT INSECT INFESTATION. F- 3. OPTIONAL BORATE APPLIED TO ALL FRAME X MEMBERS MIN. 24" AFF W AOOO d G v 00 I• Co N v V) V) L3 N � _ w= Lno m � o� N VERIFY AC COND o LOCATION W/ SURVEY FF_n° 01 9'-0"01 26'-0" 11'-4° 8 1 /2" 5'-3 1 /2" 1 Z-8" 1'4" v T-8" 12'-2" 11 -2" 8'-4" 24'-4" I I I VERIFY AC COND F< LOCATION I( )I W/ SURVEY L J 2'_( 1-18 3052 SH 3052 SH 2-3052 SH EGRESS = 8'- 0" H.H. 8'- 0" H.H. 8'- 0" H.H. 11801- 0 N Ch I I I I LO BEDROOM 2 CO o o 9'-4" CLG CY) STUDY 101 BATH 2 I (9 CD 9'-4" CLG 9'-4" CLG T-8 1 /2" , DINING ROOM 9'-4" CLG M GREAT ROOM 9'-4" CLG O 3'-10" N OUTDOOR LIVING _ 21068 9'-4" CLG 9'-4" CLG _ 00 2-2b68 LU H- CD m o _ 1S&1R 0 N N N 0 '/ CV 00 o - ----- — — — — — — — — — — 105 --- 105 18„ Kly-M 8' 4" 26'-0" 1'-0" 9'-8" 3'-2" 3'-6" 4'-4" N 6'-0" �, 2'_( FOYER N ENTRY (WR` I 9'-4" CLG 9'-4" CLG oa0 I I� I I 10'-0" T-5" 6'-5" 2'-10" 3'-0" 8" 17'-4" = N N 3'-4" 2'-8" 00 101 108 I N 105 180 1S&1R,- 000 ol� �0 146 147 101 \ 0O = 2'-9" cV 3'-91, N 0 - ---- 18 WICJIMEN ` ------- 130 142 2'-8"2' 4„ 9'-4" CLGCz ' L„ o LAUNDRY KITCHEN M o M 9 -4 CLG o 9 -4 CLG m N c� 00 LOUVERED 2868 0//21068' 105K3�-6� PANTRY �� j LO j N , 9'-4" CLG m IL� M EC H N _ 21068 — — — — 3 SHS — , 9'-4" M CLG 162-- J GARAGE UMMMMMMIMMOMM 9 -4 CLG1 O _-----1- -1R -----6'-0" 8'-0" 3'-10" 8'-2" T-6" 2'-4" 20'-8" BEDROOM 1 9'-4" CLG oo _ o BATH 1 9'-4" CLG - 00 14 - CD N N WIC �068 9'-4" CLG _ O v io 20 125 164 � ' 0 o 101 DD 0 120 127 000 ---� 160 = 1161 � - 9'-4" CLG 36' x60" - 1S&1R 3010 FX 8'- 0" H.H. HB 2'-0" (WRAP) 27'-0" 33'-0" 17'-10" 6'-4" 5'-4" T-6" 23'-0" 1'4" 1'4" 2'-400 60'-0" 5,_0„ 110, 65-0" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" 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, SHOW CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0'Y4' 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER CD oPEXN N � co X mot' Q) CDrn co ER -J ILL LLI t S J true design studios � z O Y 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 Q O O oLLI to � ua � 11HOMN" ''C' AM 4 �'pq' A A W ry U z W (D W 0 0 O rn ti 0 O ti O W W �NN W Z_ U. z �W U)O VJ m J Cr_ W V Q W OZ \ (D M J 0 Q w W W LLj 0 W 0 W �W// I..f.- X ILL T- z This been electronically T— O signelaaled by Jeffery P z Arneson, PE on the date and/or time O Qstamp shown using a digital signature. Q < Printed copies of this document are not considered signed and sealed and W O the signature must be verified by a F-- C— 3rd Party Certificate Authority on any z 0Y electronic copy Q� O 12- LL a Abbott Park O U U- LOT 038-03-04 0 Q 0 W H Z_ Z >- (D (D PROJECT NO: W OJ 2023.004319 0 ODRAWN: 0 = EM U W CHKD: OO X D O U) W W a_ J Q Q ,�ti�c��e��rrrtrr U �.`E V' No 58544 Z_ W z C) ISTATE: F O - { °'4Q ' W U Q 0 02-15-2024 0 F- W 0 REVISIONS: W U = No. Description Date Q W (n J Q � U O U) O O O z _ � U W F- X W Al 10 W Q 12 5 LEFT ELEVATION - B 1/8" = 1'4' WHEN PRINTED ON 22"x34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2465 SF 592 in 592 in 4 144 576 140 1286.E ROOF PLAN - ELEV B 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 l RIGHT ELEVATION - B 1/8" = V-0" WHEN PRINTED ON 22"x34" 12 5 1st LEVEL BRG (TOP)_ 1st LEVEL BRG = '0B3 -------- ---------------- 4" 9 = 4" ❑❑ co ❑�.e _ 1st LEVEL FFE 1st LEVE .. :•.. , •.• .•. FFE 01 - 01 220 REAR ELEVATION - B 1/8" = V-0" WHEN PRINTED ON 22"x34" ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH RESIDENTIAL CODE 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. �- OF LIGHT TO BE 6-0" A.F.F. U.N.O. ..Y P a G Ai,. ;.::: N )i BUILDING HEIGHT�AFF) _ _ _ �� _ HEIGHT (ABV GRADES BUILDING HEIGHT LFF ----------------------------------------------- — —----------------------------- — -- — — 17' - 11 7/8" 18' - 7 7/8" 17' - 11 7/8" 12 201 5 FRONT ELEVATION - B 1/4" = 1'-0" WHEN PRINTED ON 22"04" KT7x1 3068 w/ 3010 TRANSOM ABV 60 264 FYPON BKT11x20 CD 0 CD A pm"6'E X p C\j 0 rn N M _l LL W tds J N J true design studios Z O Y 9000 REGENCY SQUARE BLVD. a (� SUITE 100, JACKSONVILLE, FL 32211 Q � 4-1 o o LU W 11HOMN" 'n 2 0 AS 01 A A W Q C1 U Z W 0 W ry 0 0 0 rn z , ti O O co Z m W co Z U. z W m J _ W W O z > , z Q LU W W o W o U W W O 41 LL X LL Z This i been electronically O signed<a1ed by Jeffery P Z Arneson, PE on the date and/or time Q Q stamp shown using a digital signature. Q < Printed copies of this document are not considered signed and sealed and W O the signature must be verified by a d. 3rd Party Certificate Authority on any Z electronic copy O0 LL w Abbott Park O U LOT 038-03-04 0 Q U Q Z_ Z PROJECT NO: 2023.004319 0 O LL Z DRAWN: O U EM o WCHKD: LO DO U) W W d J Q Q x Vt"I P APs U z 'No 58544 W ry O " ATE 0*.`,. o 40 w '< l� U) `--! Q p_ 02-15-2024 p W U REVISIONS: Uj Q No. Description Date w (n J C� cn � O O Z = O U c' W x W A200 W Q INSULATION BAFFLE BETWEEN TRUSSES INSTA! LED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD TRUSSES STRUCTURAL) '�fqOF PLAN) (RE: 2x4 BLOCKING at 24" OC (AS NEEDED) METAL 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 VARIES (RE: 12 ELEVATION) F_ 1st LEVEL TOB VARIES (RE: ELEV) Q INSULATION PER CODE U)� W �o Y2" MINIMUM SAG RESISTANT CEILING GYP BRD PER RESIDENTIAL CODE TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) PRE CAST LINTEL (RE: STRUCTURAL) NOTE: RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA INSULATION BAFFLE BETWI =N TRUSSES INSTALLED PER P =R WRITTEN SPECS FIBERGLASS SHINGLE ROC ING INSTALLED PER MFR SPEC,' OVER VARIES (RE: WD SHTHG OVER PRE-ENG TRUSSES STRUCTURA 'VD �OOF PLAN) (RE: ) 2x4 BLOCKING at 24" OC — (AS NEEDED) METAL DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM V RAP VENTED SOFFIT INSTALLEE PER MFR WRITTEN SPECIFI 'ATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 26 AND ASTM C 1063 NOTE: INSTALL ALL VINYL C ACCESSORIES PER MFR WRITTEN SPECIFICATIONS FIBER CEMENT OR VINYL LAP �$" THICK STUCCO FINISH - SIDING (RE: BUILDER SPECS) 1/2" GYP BRD OVER TEXTURED PER COMMUNIT INSTALLED PER RESIDENTIAL ALUMINUM FOIL INSULATION SPECIFICATIONS CODE AND MFR W/ 1x2 TREATED FURRING INSTALLATION INSTRUCTIONS STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL STUCCO PARGE COAT STUCCO PARGE COAT MAIN FIN FLR 0'-0" ° GRADE (SLP AWAY FROM ° 0 0 0 ° GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) `° 00 `� ° ° ° STRUCTURE)(TYP ALL SIDE ) INSTALL VAPOR BARRIER _ - a IN ACCORDANCE WITH a ASTM E 1643-98 FOUNDATION/FOOTING VARIES a (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0" E owl0 c�z O O O N AFtA 100 X X O M 1 T s- J AOWAbb LJ.. w true design studios a) z O Y 9000 REGENCY SQUARE BLVD. a) (� SUITE 100, JACKSONVILLE, FL 32211 Q 0U' O O n U 0 \ " 2 \gip w ry Q a—� U Z w (D w rr O O O rn ti L0 o U) w U)U) FM — w VARIES (RE: 12 Z U. z W ELEVATION) U) O ' J _ m CC L ~ G w V Q w O z > W W � � p Q _ � 0 1st LEVEL TOB p W W VARIES W w � � (RE: ELEV) ti INSULATION PER CODE X �o w V- LL Y2" MINIMUM SAG RESISTANT Z This been electronically O signed!aaled by Jeffery P z CEILING GYP BRD PER �z Arneson, PE on the date and/or time O RESIDENTIAL CODE TABLE R702.3.5 Q stamp shown using a digital signature. 0 Printed copies of this document are not considered signed and sealed and w POURED BOND BEAM O the signature must be verified by a 0- 3rd(RE: STRUCTURAL) electronic Party Certificate Authority on any � electronic co PRE CAST LINTEL U _� (RE: STRUCTURAL) o w Abbott Park LL O U H LOT 038-03-04 Q w H U Q z z v PROJECT NO: W 1/2" GYP BRD OVER _j 2023.004319 0 ALUMINUM FOIL INSULATION ZO DRAWN: O W/ 1x2 TREATED FURRING = EM o STRIPS at 24" O.C. MAX W CHKD OLO DO U) 1x TREATED FURRING TYP at J TOP & BOT OF BLOCK WALL Q U MAIN FIN FLR 0'-0" �1®`P�,�••p•�c`'®., •.2 ,, z No 58544 r 4 ° INSTALL VAPOR BARRIER z a IN ACCORDANCE WITH p �'�,T I`TE of ,.: ASTM E 1643-98 w '.,�` , Y y FOUNDATION/FOOTING VARIES D a (RE: STRUCTURAL) O 02-1-5-2024 f- w U REVISIONS: Q No. Description Date w U) _l � U 0 cn O f- O O 1 TYP ONE-STORY WALL SECTION z o A41) SCALE: 1" = 1'-0" U w X w A400 n Q ROOF CE VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING'WEAVE' METHOD. 1. EXTEND (1) FULL END SHINGLE MIN 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVE CODE APPROVED UNDERLAYMENT OVER ROOF SHTHG OVER PRE-ENG WD \ TRUSSES (RE: STRUCT) / \ 24" WIDE METAL VALLEY FLASHING OVER CODE \ APPROVED UNDERLAYMENT / VALLEY FLASHING SCALE: N.T.S. WALL SHEATHING FIBER CEMENT SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN 5 X 5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT NT \SHINGLE ROOFING �\ "L" FLASHING SCALE: N.T.S. O 1. FOLD INWARD at PT. A O B 2.at BCREASE a INWARD PT. A O 2. INWARD at B PT. A CREASE 3. CREASE at PT. C ®FOLD FOLD at 45° � -' ® ® ® © FOLD at 77' ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C ALANGE 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOMWATER TIGHT SEAL. FOLD, DO NOT CUT n-ri innr�"ni rir,nc i i nc+n11 v WALL KICKOUT FLASHING SCALE: N.T.S. BLDG PAPER O% 'QUICK FLASH" PIPE THROUGH 6" SELF ADHESI` FLASHING (INST PER MANUF. SP BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. BUT OPENING IN APPROVED HOUSEW 7OR BOX INSTALLATI NRB LAYER#1, STUC NRAP NOOD SHEATHING APPROVED HOUSEWRAP 3ELOW �UT SUCH THAT NO MEMBRANE ENTERS 3OX, APPLY TO FACE =DGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS CD 0 o APEX N � co is 140 CD M WRB LAYER #1, STUCCO WRAP d N _l LL . CUT "X" INTO SELF- LU t J N ADHERING J flay design studios MEMBRANE FLASHING > Z APPLY SELF -ADHERING U) MEMBRANE FLASHING Y 9000 REGENCY SQUARE BLVD. OVER BOX AND OVER SUITE 100, JACKSONVILLE, FL 32211 APPROVED WRB LAYER #1 811 Q STEP #1 STEP #2 0 WRB LAYER #1, E_ � I STUCCO WRAP 0110MON' SELF- .. APPLY 60 MIN GRADE ADHERING ? a�°Ao 'D'FELTOVERSELF- MEMBRANE \\k\\\ \biJ\° °°�\"fNm��,�' ADHERING FLASHING FLASHING m o°o 14.IX °r �� C OVER APPROVED 00 °\ HOUSEWRAP 0� Q WRB LAYER #2, 0 FORTIFIBER BLDG PAPER } a U STEP #4 W LU fY ELASTOMERIC COATING OVER O CEMENT FINISH C:) (SEE O WALL O SECTION) r d METAL LATH O V J O w I jc 10 OkW F co 0�LL Z Z W 0 STEP #5 STEP #6 LU V Q G Q z > z 0 Q ELECTRICAL RECEPTACLE W W W 0 a —� W STEP #3 j \ /-- / 2x SUB-BANC\W/1/2 ? NOTCH L @ END, WRAPPED; PEEL & STICK a DRIP EDGE ---- -- - �\ {� �$' TEXTURED FINISH @ WOOD 112' TEXTURED / 1 �/$ IF il`r ' /I FINISH @ CMU / METAL FASCIA WRi 1$' FROM CEMENT FINISH, 1" 2ZM WOOD WALL \ L 11 EXTERIOR WALL _�FR'AME OR CMU) NOTE: NOTCH FOR 2x6 SI ROOF KICK OUT ONLY REMOVED FOR CLARITY \BAND ROOF DECK (BEYOND) \\ DRIP EDGE, 1" OFF WALL --------------- _ _ _ _ - KNOT INTO CEMENT FINISH) 3-COAT PLASTER 2x6 SUB -BAND W/Vx4" - NOTCH @ END, WRAPPED IN PEEL & STICK 0 ELEVATION METAL FASCIA WRAP 1" OFF E WOOD WALL. SUB -BAND 2" OFF PRE-ENG'D TRUSS TO BE Cl @ WOOD WALL WALL INLET TO AVOID CONI �T W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED ' TO TRUSS W/12d NAILS 6"-8" O.C. MAX MET, FASCIA WRAP 2x SUB BAND W/1 Y2"x4" NOTi i @END 2 411 SUB BAND METAL WRAP FASCIA © PLAN A DRIP EDGE EXTERIOR WALL © PLAN B (FRAME OR CMU) SUB BAND DETAIL @ WALL SCALE- N.T.S. 0 V W W 0 � i ti �■ LL X LL Z This been electronically O signelaale d by Jeffery P Z Arneson, PE on the date and/or time Q stamp shown using a digital signature. 0 0-1not copies of this document are not considered signed and sealed and W O the signature must be verified by a a. 3rd Party Certificate Authority on any Z electronic copy 0 d Q LL FELT PAPER Abbott Park J DRIP EDGE Q U (REFERENCE POINT ONLY, FOR _j U) WALL OFF SET OF COMPONENTS LL LOT 038-03-04 0 METAL FLASHING, WRAPPED MIN 4' - ABOVE BOTTOM OF DRIP EDGE Z Z 2x SUB -BAND W/1/2"X? NOTCH @ END, WRAPPED IN PEEL & STICK } _0 -ROOF CEMENT @ ROOF CD PROJECT NO: U) EDGE OMITTED FOR W 2023.004319 0 SUB BAND DETAIL (@ WALL CLARITY LL O DRAWN: O U EM o W CHKD: L0 ~ DO U) X — W LLI J - Q Q �tI�re { U + + + + + WALL KICK -OUT FLASHING } ti ``aa + + + + + il FELT PAPER + +++ + + + DRIP EDGE 0 ,. C 5854 + + , (REFERENCE POINT ONLY, FOR W �; Q WALL OFF SET OF COMPONENTS j METAL FLASHING, WRAPPED MIN >� SST TE OF44/ F , ABOVE BOTTOM OF DRIP EDGE LLI a iga' X t,•', 2x SUB -BAND W/1/2"x? NOTCH @ END, + aj� ..,,.'•_• �i8" TEXTURED FINISH @WOOD WRAPPED IN PEEL & STICK Q jt.,t��aiAt-®t®� Z METAL LATH ROOF CEMENT @ ROOF U) WOOD SHEATHING EDGE OMITTED FOR CLARITY p 02-15-2024 0 WRB LAYER#1, W STUCCO WRAP SUB BAND DETAIL a. WALL W/ KICK -OUT C WRB LAYER #2, ~_ REVISIONS: w FORTIFIBER BUILDING U = PAPER No. Description Date ~ ROOFING CEMENT Q W DRIP EDGE U) Q METAL KICK OUT 0 j O O z = Q Lli SCALE: N.T.S. x W A500 a. . 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MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC • � ISOCYANOTE-POLYBLEN FOAM ("GREAT STUFF" OR (� SIMILAR) Z ' \ � / APPLY A SILICON BASE i STUCCO FINISH SEALANT AT POINT THAT W ELEC WIRE PENETRATES 5/8" CEMENT PLASTER / CD / 6" SELF ADHESIVE O • 12" WIDE SELF-ADHESIVE O S SIDES L � OVER TOP & S S O FLASHING CENTERED UNDER / CONTROL JOINT (CLEAN \ SELF FLASHING • MASONRY BEFORE APPLYING) / UNIT PROVIDE STUCCO O PRE -FORMED CONTROL SCRATCH COAT LARGER � W ' � J JOINT W/ STRIP LATH ' ' ��T• � , ^ . THAN THE ELECTRIC PREMANUF. METER CAN OR METER U) F= • \ / DRYER VENT CAP �'1/ / (SET IN CONT. CAN COMBO OR METER (n � `, j� 8" CMU.. — SEALANT) AREA TO RECEIVE CAN AND DISCONNECT Z STUCCO SCRATCH C AT Z W TOP & SIDES SEALANT at & 1 COAT OF PAINT 1 W BACK -ROLL PRIOR T ELECTRIC METER m INSTALLATION W I— W z O Z > Q CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRIC AL CONDUIT PENETRATION W W W o SCALE' N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. oC.) W w W j O 41 � X LL WOOD CONST BEYOND Z This been electronically FIBER CEMENT OR VINYL LAP SIDING O signed an aled by Jeffery P Z (RE: BUILDER SPECS) INSTALLED PER I— Arneson, PE on the date and/or time O r WOOD SHEATHING stamp shown using a digital signature. 0 WEATHER RESISTIVE RESIDENTIAL CODE AND MFR Q Printed copies of this document are 6" SELF -ADHERING FINISH COATING OVER PRIMED INSTALLATION INSTRUCTIONS not considered signed and sealed and LU FLASHING BARRIER #1 {{ O the signature must be verified b a Z 'I: THREE COAT STUCCO FINISH g v x EXTEND HOUSEWRAP 0- 3rd Part Certificate Authority on an (pia' NOM) OVER GALV MTL LATH OVER NAILING FLANGE y Y v WEATHER RESISTIVE WEATHER RESISTIVE WD SHEA 1ING OVER 15# FELT OVER APPROVED W' electronic copy BARRIER #1 BARRIER #2 - 0 a VINYL ANGLED a \ (RE: STRI T)°� HOUSEWRAP WD SHEATHING CASING BEAD WEATHER RESISTIVE �\ \ X: (RE: STRUCT) U (AM IN ANGLED-1250) BARRIER #2 \ 5/16" X 7 1/4" LAP _ Q FASTEN TO WD STRUCTURAL \ SIDING W/ 6 REVEAL MEMBER at 7" O.C. 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STRUCTURAL) ER (RE: STRUCTURAL) 0 5 2024 AT JAMB _ _ BAND z SPECIFICATIONS ti "GYP BIRD OVER ti "GYP BIRD OVER -� STRUCTU 1z" G yz„ G O 0 1 2 _ MASONRY BEFORE APPLYING) R L S (4" N) GYP BRD OV YP BRD OV 02 1 - z PRE SHAPED STUCCO PRE -SHAPED STUCCO BAND x TREATED 1x2 TREATED 1x2 TREATED W/ SLP TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR ~ LU FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS FURRING STRIPS FURRING STRIPS i WRITTEN SPECS (RE: ELEV) CONTINUOUS BEAD CONTINUOUS BEAD 0 FLANGE CASINGA ) PRECAST CONCRETE SILL at CMU WALL (TYP) at CMU WALL (TYP) _ REVISIONS: w at CMU WALL (TYP) ELEV) at CMU WALL (TYP OF SEALANT OF SEALANT U = BEAD SELF ADHESIVE -OR- FLUID WOOD BLOCKIN SELF ADHESIVE -OR FLUID "BACKER ROD W/SEALANT PT 1x4 LL APPLIED FLASHING (CLEAN APPLIED FLASHING (CLEAN a PT 1x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- Q No. Description Date W MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIED J 1 "GYP BIRD OVER INSTALLED PER MFR PT 2x4 FRAME ANCHOR FLASHING CLEAN ANCHOR FLASHING (CLEAN PT 1x WOOD BUCK VINYL FLANGE CASING BEAD PT 1x WOOD BUCK VINYL FLANGE CASING BEAD z ( } U SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED gqM��ApSLLOYYNNRGY BEFORE SHIM AS NEEDED gM�ApSLOYNNRGY)BEFORE FURRING STRIPS MEPTALI DOOR FRAME METALI DOOR FRAME WRITTEN SPECS (TYP) WRITTEN SPECS (TYP) CMU STEM WALL W/ at CMU WALL (TYP) �8" STUCCO FINISH 0 4$" BACKER ROD W/ SEALANT 48" BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR O O INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Z Z = O CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU Aqj Uu WINDOW SILL at CMU DOOR HEAD at C MU DOOR JAMB at CMU W SCALE: N.T.S. SCALE- 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 ti2" = V-0" SCALE: 1 ti2" = 1'-0" W A501 n VERIFY AC COND X LOCATION W/ SURVEY J �_ .__11 .........._.= RATING,, 150A N,.,ICB MIN AIC RATING. 22kA PANEL: CLIFTON -SERVICE:120/?.>•$0V 10-3:W MOUNTING' SU?-A4..,Y LOAD i L1IT CIRCUIT LOAD C ESCRiP `ION POLES � � RH�� I� Pd�L� _ A PP 3..aA. E 'G F0 a G R 1. 2.0 3 B °'-t. REFRIGERATOR (A)(G) M 20 5 A 6 20 1 R BATH RECEPTACLES DIS VVA SH ER [A It (G) R 1 20, 7 8 2'i{.1 1 IL.k�it�q BATH IGHTS•'�-�".HNS D111 SP `SAL (A.f(G) 1�a�1 1 ,2U ,YB. A .3_{_ 20, 1.. gi pp FIcti3ti & ."CR:0%N'A,VE/ H10.0D (Gp. GA RAGE R,L 1 20 11. B 12 20 1 R LA, U NDRY (A) (G EXTERIOR R,L 1 20 13 A , IL� 20 >~ R,L KITCHEN (A) 15 B 1: 20- 1 R,LD NING (A) DRYER �- � ��` 17 A is 20 1 R,L GREAT R00IV $At 19 B 2 20 1 R,L OWNEWS SUITE (A.) OUTDOOR `� UNIT �, TONS �, �.TDLr�� T - �..5 Tt_ �.,� F � F � , ;� - �B 21 A 22 20 i R,L BEDROOM 2 (A) INDOOR LIMIT - 2.5 TONS 23 B 24 20 1 R, L STUDY (A (DEFAUILT ELECTRICAL HEAT) q 2'1 A 26 201, 1 R,L. UT,LaTY�NECH ROOM 2� `�� 2� �. - SPARE �VAT�=R HEATER F 2 3Cr 29 A 30 20 1. - SPARE ' R—��EP TACLE L -LIGHT..NG ' F = —cED EQUIPMENT R: QU3PENT M;= MOTO R TL TIIM=_LO:CK CONTROLLED GKT A - C O li.i.NT:O T'F_I C; .- GG_ _3 C VERIFY AC COND AFI - a a J, ,J °a Q - J s - v / i i \ \. __ J; WP GFI \ :... ......... .,....... .....>. ......... ......... AFI A AFI AFI RE I i GFI i; 11.......................... c� c� ........... _E......._.._......_...........- �� J - _ v % GFI 1st LEVEL ELECTRICAL PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON 3-WAY SWITCH CHIME DOOR BELL CHIME GAJ RAOGNE DOOR 4-WAY SWITCH .4 D DIMMER SWITCH � SWITCHED OUTLET 220 VOLT OUTLET 1 G GFCI DUPLEX OUTLET DUPLEX OUTLET 8 CEILING OUTLET 6LR AFCI DUPLEX OUTLET F8 FLOOR OUTLET .. 1 BAFI JUNCTION BOX R IRRIGATION OUTLET SMOKE DETECTOR O DIRECT WIRE (PER MFR SPECS) © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET QUICK DISCONNECT PH TELEPHONE OUTLET A NETWORK OUTLET 1�7 SERVICE METER/ PANEL SERVICE PANEL M DISCONNECT m GARBAGE DISPOSAL ® UNDER CABINET LIGHT WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT FM_1 STAIR LIGHT ® BATH FAN & LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT PULL CHAIN LIGHT 4- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT RECESSED EYEBALL PRE -WIRE FOR LIGHT "'HANGING HANGING LIGHT RECESSED LIGHT MINIATURE PUCK MINI LIGHT ' LED DOWNLIGHT HANGING PENDANT PNDT LIGHT FLUORESCENT LIGHT �FIR FLUORESCENT LIGHT RECTANGULAR ROUND CEILING FAN PRE -WIRE FOR CLG FAN ROUGH -IN LIGHTED ;? PRE -WIRE FOR CLG FAN w/ CEILING FAN LIGHT ' J ROUGH -IN ALL RECEPTACLE SPACING, LOCATIONS, AND QUANTITIES TO BE IN ACCORDANCE WITH CURRENT PRESIDING ELECTRICAL CODE WP = WEATHER PROOF VP = VAPOR PROOF LORE EIESCt IC TIC�M CONNECTED LOAD (V) DEMAND: FACTOR MNAL LOAD (VA) GENERAL LIGHTING (3 VA, T2) 544311 - SMALL. APPLIANCE 1500 - - SMALL APPLIANCE 1500 - L AUNDRY CIRCUIT 11500 DISH%N*ASHER 1500 _ � t�a ASTE L}IS..��AL 1 0i.0 %NAT R HEATER 4500 - - O` EN RANGE 149GO - N11GROWAVEMOCID 1000 - RE RIDGERATtOR 800. GARAGE DOOR OPENER 600 DRYER ER 400 - GENERAL LOAD 10000 1GG% 10000 GENERAL LOAD 20448 4a3% 117792 HEATH~, &AC (2.5 TONS + 3 klA!) 6438 100% 6430 TOTALS 45886 - 282.17 120/24OVSERVICEfFEEDER. LOAD (A) 118 MAIN BREAKER (A) 1.50 o O o APEX r C� x o Q) M i N M ds a J LL W � Jtrue deli n studios j Z O Y 9000 REGENCY SQUARE BLVD. () SUITE 100, JACKSONVILLE, FL 32211 Q o o Cn `- wvvvwwvovvovvov�svvvvvwvvvvo�v�w�vvvvvovv� W C17 utuar p\aotga\a arc m LU IY C� } U Z W W 0Y O 0 0 rn L0 O � O W U) Flllllllllllllll W W W LL Z Z_ ��W , C/) O vJ 00 J W W V Q W O Z U � Q W Z W Q 1 a J W W 0 C) W LU o1L.��L X LL Z This lanaled been electronically O signeby Jeffery P Z Arneson, PE on the date and/or time O Q stamp shown using a digital signature. Q Printed copies of this document are not considered signed and sealed and W O the signature must be verified by a II-_ a 3rd Party Certificate Authority on any Z electronic co O Py � U a W Abbott Park � o ry 0 w LOT 038-03-04 Q W w U Q Z_ Z } PROJECT NO: w 2023.004319 0 O U_ Z DRAWN: O U EM o W CHKD: L0 I- DO X — W W W J Q Q s �No 58544 Z 4 * •_ s Z 'k �� g@ STATE. OF I+ 4/ 1 Z 0 U) Q ry Op 02-15-2024 or) W _v REVISIONS: w No. Description Date Q W U) _J Q O O Z Z = O U r) W X W E100 d Q DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes, 8ch Edition (2023) Code for Design Loads ANSI/ASCE 7-22 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 LOADINGS .... ............ ......... ....... ...... .........Cd 1.60 ASCE 7 3S GUST.......................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY ......... ........................ C BUILDING CATEGORY....................................11 ENCLOSURE CLASSIFICATION... . - ENCLOSED INTERNAL PRESSURE COEFF.....................0 18 C&C DESIGN PRESSURES.............................(.SEE TABLE 1) OWT FLOOR LOADING. .... ..... Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR LOADING .............................Cd = 1.00 GAME ROOM2LIVE LOAD O 60 PSF BALCONY/DECK LIVE LOAD ........................... 40 PSF DEFLECTION CRITERIA LL / 240 ROOFTRUSSES..............................................TL / 180 TL MAX 1" UP TO 40' SPAN LL / 480 OPEN WEB FLOOR TRUSSES ....................... TL / 360 LL / 480 TL / 240 WOOD I JOISTS .............................................. TL MAX'Y2" LL / 360 BEAMS'............................................................TL / 240 NU I ES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEED%" DEFLECTION 2. MAX 16" O.C. FLOOR TRUSS SPACING BELOW GAME ROOM 3. ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS DIRECTIONAL -OR-ALL HEIGHT C-C HYBRID TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS (NOTE 1) EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft2 +28.54 -30.96 +28.54 -38.22 21 - 50 ft2 +27.17 -29.59 +27.17 -35.47 51 - 100 ft2 +25.52 -27.94 +25.52 -32.17 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 -38.3 (NOTE 2) PRESSURE(PSF) 1-STORY PRESSURE (P ) 2-STORY 8 FT +22.8/-26.9 +25.4/-29.9 10 FT +22.5/-26.0 +25.0/-28.9 16 FT +21.7/-24.5 +24.21-27.3 18 FT +21.5/-24.2 +23.9/-26.9 NOTES: 1. END ZONE DESIGNATIONS MAYBE TAKEN AS THE 1ST 4.0' AT ALL EXTERIOR CORNERS PER SECTION R301.2. END ZONES NOT APPLICABLE AT RE-ENTRANT CORNERS. 2. GARAGE DOOR HEIGHT MAY BE 6-8" OR HIGHER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE NnTFS 3 4 NOTES 2, 3, 4 O Z STUCCO AND DIRECTLY MIN 1Y32' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICALLY OR C116" 24/16 w = ADHERED STONE INSTALLED HORIZONTALLY)W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ N Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDEDAT UNSUPPORTED PANEL EDGES. ww� z v J ALL OTHER VENEER MIN 7/s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICAL OR HORIZONTAL _ 2 (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y C� rn TILE AND METAL ROOF MIN 15/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION U Z � (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND in 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). w0 w � MIN Z/6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION 0 0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). 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 (UNBLOCKED PANEL EDGES, UNO). MIN 3/" OSB OR PLYWOODOR 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 15/" COOLER NAIL OR NO.6 x 1Y4" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD UNBLOCKED PANEL EDGES, UNO). NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2' CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1%2' 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS AREA/6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS 7. 1%2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,15/32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7 WIND LOADS IN ACCORDANCE WiTH FRC R301.2.1.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 41 11 DIAMETER LENGTH PRESSURE TREATED LUMBER 8d COMMON 0.131" 2-'/2" RSRS-01 0.113" 2%8" RSRS-03 0.131" 2-'/2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-Y4" 16d COMMON 0.162" 3-'/2" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1 SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE BEFORE APPLICATION OF PROTECTIVE COATING. A TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON MITEK USP FASTENERS FASTENERS (8)'/4 X 1 %" SDS SCREWS (8)'/4' x 1 Y2" WS15-GC DTT2Z IN STUD'h" 0 X 4 %" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB TZ '/2 0 x 4'/2" EMBED EPDXY CS16 EACH END RS150 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18) 0.162" x 2 ''/2" IN (18) 0.162' x 2 /2" IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 'Y2" MTW12 (7) 10d x 1 '/2" (NOTE 2) �8' 0 x 6" EMBED ANCHOR �8' 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 ''/2" IN (26) 0.162" x 2 '/2" IN HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (9) 10d COMMON (9) 10d COMMON (NOTE 2) �8" 0 x 6" EMBED ANCHOR HTT45 �8" 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-SDS IN STUD GROUP PHD8 GROUP 7/8" 0 x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON 7/8" 0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d COMMON IN (7) 10d COMMON IN (7) 10d x 1 '/2" IN TRUSS (7) 10d x 1 '/2" IN TRUSS META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4)'/d' x 2'/<" TITEN (5) %" x 2'W' TAPCON IN SCREWS IN MASONRYMASONRY (11)10dx1'/2"IN (11)10dx1%"IN (8)10dx1'/2"IN TRUSS (9)10dx1'/2"IN TRUSS META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 '/2" IN (11) 10d x 1 '/2" IN STUD (10) 10d x 1 %" IN STUD (8)10dx1Y2"IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) §8" 0 x 7 EMBED EPDXY PAU44 �8" 0 x 7 EMBED EPDXY HTSM20 (4) 14" x 2 ti4 TITEN HTWM20 (4) Y4' x 3" WEDGE BOLT IN MASONRY (5) 8d x 1'/2" IN OR EQUIVALENT IN STU (5) 8d x 1'/2" IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS ABU66 �8" 0 x 7" EMBED EPDXY PAU66 %8 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1'/2" IN RT7AT (5) 8d x 1Y2" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE (5) 10d x 1'/2" IN TOP PLATE (5) 10d x 1 Y2" IN HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HU 28-2 (6) 10d COMMON IN BEAM HD28-2 HD28 -2 (6) 10d COMMON IN BEAM (5) 10d x 1 /2" IN TOP PLATE (5) 10d x 1 /2 IN TOP PLATE (16) 10d COMMON TO HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 (7)'/4' x 2'%" TITEN LUGT2 (5) 0" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRYOR (26) 16d SINKER EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN HUC212-2 HEADER k0)10d HD212-21F HEADER LGT3 IN WALL FRAMING LUGT3 FRAMING COMMON IN BEAM 10 10d COMMON IN BEAM (12) SDS 'Y4" x 2 '/2" (12) WS25 W' x 2 '/2" (4)'/a' x 1 '/2" SDS SCREW (4) W" x 1 Y2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER SDWC14500, SDWC15600 NO MITEK EQUIVALENT HGA10KT (4)Y4" x 3" SDS SCREWS HGA10 (4)'/<" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE (4) SDS'/4" x 1 'Y2" SCREWS (4)'/i' x 1'/2" WS15 SCREWS (14) 10d COMMON IN (14) 10d COMMON IN HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4)'/4" x 1S/4" WEDGE BOLT MSTCM40 WOOD FRAMING MSTCM40 WOOD FRAMING (4)'/4" x 2S/4" TITEN SCREWS OR EQUIVALENT IN (10) %" x 2'/4" TITEN (10)'/4' x 2'/4" TAPCON IN IN MASONRY MASONRY SCREWS IN MASONRYMASONRY (9) 10d x 1 y2" IN (9) 10d x 1 Y2" IN (26) 10d COMMON IN (26) 10d COMMON IN H10A TRUSS & (9) 10d x 1 y2' RT16A TRUSS & (9) 10d x 1 tie" MSTCM60 WOOD FRAMING MSTCM60 WOOD FRAMING IN TOP PLATE IN TOP PLATE (14) %" x 2 '/4" TITEN (14)'/a" x 2 Y4" TAPCON IN SCREWS IN MASONR MASONRY NOTES: 1 REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. CONCRETE AND FOUNDATION NOTES 2. PRODUCTS SELECTED USING SIMPSON 2021-2023 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 5. POSITIVE PLACEMENT GUN NAILS, 2'/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP24" LONG #4 BAR IS RECOMMENDED TO BE 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES INSTALLED AT ALL REENTRANT CORNERS. '/4" 0 x 2 S/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 S/4" TITENS ILO 16d. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWFFIBER LENGTHS SHALL BE %" TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE MASONRY NOTES CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 1. ALL MASONRY UNITS SHALL MEET ASTM C90 STANDARD WITH fm = 2,000 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN M OR S MORTAR OVER FULL BED. 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 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. TYPE HORIZONTAL JOINT REINFORCEMENT 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH 3. ALL GROUT MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI. JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR AL R GRADE 60 4. VERTICAL WALL REINFORCING TO BE ASTM PREVENTION PREVENTION OF SUBTERRANEAN TERMITES. D D E 30". 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 9. OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER 6. VERTICAL REINFORCING TO HAVE 10' STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10' STANDARD HOOK INTO FOOTING OF RECORD IF THIS CONDITION EXISTS. 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. CONTACT FOR FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. 0 >U w N � o_j LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN#V1\ UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL O 0 FOR ENGINEER OF RECORD L0 EW EACH WAY PEX � t3 OSB ORIENTED STRAND BOARD N Q WSP WOOD STRUCTURAL PANEL 0 SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR � Ci# CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 13/4" WIDE, UNO. N (3'/2' WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 13/4" BEAM) N LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1%" WIDE . PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3'/2" WIDE, UNO. � SYS 42 PROPERLY RATED OPEN WEB HEADER Lij td i_; J INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS J true design studios �� OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS > Z INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM O BOTTOM PLATE ANCHORAGE IS'/2" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR Y 9000 REGENCY SQUARE BLVD. SW SPECIFICATIONS) (� SUITE 100, JACKSONVILLE, FL 32211 tn STRUCTURAL WOOD BEAM 70 STUD COLUMN KEYNOTE :D NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. W H CY NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS0 ai -0 TO MATCH WALL FRAMING SIZE AND GRADE, UNO. Q) 2 2 STUDS � w OMON U) o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN p ", \, '- 2 ANCHOR U ;� sq ip � p�\, S \h\ ,` \ 0�0 BOTTOM OF STUD COLUMN CONNECTION m 11 V, 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN L 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 0 N HEADER STRAPPING KEYNOTE U NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD Z W 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 0 W 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION IY 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP C) 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD O GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP LO NON -BEARING HEADER FRAMING KEYNOTE 1` O , NO HDR - 41 NUMBER OF KING STUDS EACH SIDE OF OPENING O W Z 1lllllll=E M HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY (n LLJ LOADED CONDITIONS ABOVE U) W #2 SYP HEADER FRAMING KEYNOTE Z LV (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING U) O V J J vJ NUMBER OF JACK STUDS EACH SIDE OF OPENING m L G DEPTH OF LOAD -BEARING #2 SYP HEADER W W ONUMBER OF PLIES IN HEADER Z ENGINEERED LUMBER HEADER FRAMING KEYNOTE Q Q i Z (2) 9 %" LSL- 1 / NUMBER OF KING STUDS EACH SIDE OF OPENING W W W LU NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER � LjL x NUMBER OF PLIES IN HEADER (1 3/" WIDE UNO) LL � Z This 4", been electronically HEADER FRAMING O signealed by Davor Bozic, PE z � on the date and/or time stamp Q 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH 2 ROWS 10d 8 O.C. Q shown using a digital signature. Q ( ) @ Printed copies of this document are STAGGERED. O not considered signed and sealed W 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN and the signature must be verified EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. W by a y Party Certificate Authority Z on any electronic copy � 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. W 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. O U- 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. Q 6. LINO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE 0 Abbott Park W CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST Q 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 j U OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: W LOT 038-03-04 0 • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 Q W • SPH w/ (12) 10d x 1-Y2" @ 16" O.C. OR (� Q • DSP w/ (14) 10d x 1-'/2" @ 16" O.C. OR Z Z • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-'/2" (OR EQUAL APPROVED BY EOR). } (D 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. 9. IN ANY LOCATION WHERE A 2x BEAM OR HEADER IS PROVIDED, IT IS ACCEPTABLE TO USE AN ENGINEERED C� PROJECT NO: co LVL BEAM OR HEADER OF EQUIVF.! ENT SIZE. 2023.004319 FRAMING NOTES O DRAWN CnA o 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. U G111' O ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN W CHKD LO A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ~ DO U) ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S W W SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY aQ Q SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. x ``��►r�I�/i�� U 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN Q `-0 ,IOR 80 �fe� U) TABLE 2304.10.1 �� P . Z20 �i� 0 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. } ,�� •,•��G E•N S�.•• �� Ur 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. 00 �0 98"0 Z UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q * Q SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) W - 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. >Z> 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. > :5 STATE OF .' �/ 0 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM O p ••. <(/: THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W %':c< V P:'• ��W 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD ��5 ••' R 1• �� U Q i��s �O N q; ��,, Z Z U) Q p 02-15-2024 0 0 1= W v REVISIONS: w Q ILL No. Description Date r w co J _ Q } U 0 U) O H O O Z Z = o U W x w ST=1 w Q CMUIMETAL CONNECTOR ENGINEERING 60 65'-0" DII 56-0" 2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-21D. FOUNDATION KEYNOTES:DC1 Y 9000 REGENCY SQUARE BLVD. () SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX EDGE w/ (1) #4 CONT COLUMN, FTG TO BE C) C PROJECTED MIN 6" AS SHOWN 24"SQx20" DEEP FTG F- a 16"SQx12" DEEP FTG w/ (3) #4 EW C/) ► ► a) 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG p ;\pof . w/ (4) #4 EW w/ (4) #4 EW > „&f Lgfg, ,\N as �, � � 1.011 � ��` \ o` � ❑ o 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP 00 �� \ ,, G w/ (5) #4 EW, T&B H AS SHOWN, SEE MASONRY W 4 NOTES ON ST-1 Q 1 1/2" SLAB EXTENSION :D AT FULL ROUGH U' OPENING WIDTH } N 0 Z W 0 ***NOTE TO CONTRACTOR`** W DR HORTON DOES NOT ALLOW FIBERMESH AS AN ry ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET � O O M Z 0 O LLJ ry W ZLL _ Z LLJ QD co m 2"0 VENT I 1 2"0 VENT W TO EXT I I TO EXT Z O I I O Q Q I w � LL.I L1J 0 I I 0 W 0 LU mow�// O LL B-1 I I J LL x � ■ ■ ■ oI W 00 I \ I (n WC-1 Z ThisAn been electronically of A I W ¢ r �� „ I I L-1 O signaled by Davor Bozic, PE Z I W(D I 3 A I ~ on the date osing a digital time signature. O -4 2 8 N Printed copies of this document are N I I 6 I 3"� O not considered signed and sealed W and the ture I I 2'-8 1/2" — — _ — — 14'-0 1/2" — _ _ — — _ D I ST-2D I on any electronic t be verified onic copy I r OPT - � — I 3" 0 � by a 3rd Party Certificate Authority Z O— — — — — — — — — — — — — — — — — — ■ ■ ■ ■ ■ ■ 0 ILL _ . _ ....., - ------ I _ I I — I do Qp W i I I I■ Abbott Park Q I I 4 5 I 30 O U _ mm i... LOT 038-03-04 �` � .__ I i ST-2D ST-2D � 1 �_4� 0 T o,I — - -�- oo 3"0 I— ■ I V-41/2" 001 a, — 5'-11/2"— ,c--4=6-- -----1V-8"— I 4 Z_ Z — —I 2"0 VENT } O TO EXT (J PROJECT NO 11 1-1 1 0" 4" 3"0 z O 2023.004319 0 9 Z DRAWN: O 1-1/4" AAv = EM ..... ...... - _ I \ REQUIRED z 2 J- U "O VENTI W CHKD. Ln ■ I ` UNDER DOOR C° � TO EXT - I r o I KS-1 Zo I X DO U) W W ST-2D 1 I I 3" 0 DW-1 12" O VENT I 1 24'-5 1/2" 5-0 1/2" T-6" 2'-4" 20'-8" I I W-1 i TO EXT i 3"0 Q ,�IOR HBO►i ii, 0 4 N1 I o -4„ I I ��` OP: • G'E'N S Z�C ��U) I ST-21D I 4 - •` �� F•�� • • O 0" �I — - - \ I I m Nca, 9800,0 Z — I ST-2D I L-1 _ * ; d * _ ■ I 1 I -- i - I 5 � Q Z�• c STATE OF /ST-2D6' H ST-2D N- o l I I I � InO OR\� ■ co ( -- - - - - - - - -I ----- -- \ -------I �I -- I-I------J-------------------------I �, Q ��,,;0NA1-��•N Z -I - I S-1 Z ►►►►++++++� o U) Q p 02-15-2024 p 3" 0 I- W VERIFY AC COND 5 LOCATION W/ SIM 9" CURE ST-2D WC-1 C) REVISIONS: _ SITE PLAN 2'-8" 2'-4" LL 60'-0" Q No. Description Date 65'-0" (n W J Q SAN ISO - LH o W o ° Z z FOUNDATION PLAN W W I- 1/4" = V-0" WHEN PRINTED ON 22"x34" X W ST=2 a- Q CMUIMETAL CONNECTOR ENGINEERING - - BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. CONCRETE SLAB W/ 6x6 FIBW1.4 x'dV1.4 WWF OR ERMESH CONCRETE SLAB W/ 0'-0" A.F.F. 6x6 W1.4 x W1.4 WWF SEE ARCH OR FIBER MESH ' (MAX 20" 8" CMU CHAIR \ \ \ a a a a ° DEEP) TOP OF SLAB BLOCK W/ (1) #4 0R #5 C NT. OL LIJ = 2 �\\ J Qf O 4" EXTENSION VAPOR BARRIER \\//\\/ w w \ UNDER BRICK VENEER // //LLJo X 12" UNDER 1 STORY WALL VAPOR BARRIER #4 OR #5 VERT REINFORCING \ \\ \ UP TO 3 COURSES: 72" O.C. 16" UNDER 2 STORY WALL 4 TO 5 COURSES: 48" O.C. \\ o L/\\ 6 BEARING CURB STEP SECTION '��/ '° ` � �/j�� ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM \\ //�\\\' #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMEN 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CONCRETE SLAB w/ 6x6 CAST -IN -PLACE FOOTING SPECS W1.4 x W1.4 WWF OR 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT STEMWALL SECTION 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. 16" VAPOR BARRIER 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. BEARING WALL FOOTING SECTION EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE — — — — - —� — (2) ROWS OF %6" DIA. TAPCONS ° D D OR CUT NAILS @ 24" O.C. COVER D ° FLUSH w/ 3000psi CONCRETE. ° D EXISTING FOUNDATION. D \ �1 ° D 811 CMU WALL OVERHANGS LESS THAN 111 GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL �p WHERE NEEDED MIN. 3" EDGE DISTANCE Vi STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/g" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION 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. ' AM "C "r,"'T'"" „SUS BAR AS LAP AS SHOWN D DEGREE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5--\ CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE IN 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #5 REINFORCING PER MONOLITHIC FOOTING SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC OR1#5 VERTICALTOBE LOCATED WITHIN TRANSITION ZONE LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 0'-0" A. F. F. rilk (BEYOND) W FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U U) W(1) #4 OR #5 WWF OR FIBERMESH > w w CONT uJ w rn — — — U) FINISH O GRADE � � //� �\ Q /� //� /\\\ \ \//\, #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \/\\�\\/ 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT. 3'/2" CONCRETE SLAB W/ E i W1.4 x W1.4 WWF OR FIBE MESH MINIM 24" (1) #4 OR #5 90° BEND @ 4 O.C. VARIES PER 36" MAX ARCH PLANS \ \ \\ \ \ \12" \ MIN �` /\'X/\ j\ ° '� VAPOR BARRIER FOOTING TO BEAR ON FIRM %N UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL 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 V-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") :5 U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" > ALL OTHER EXTERIOR WALL `V U CLADDING - MIN 8", U.N.O. ON ARCH VAPOR BARRIER \V \ o o 12/M N/\\//\\/\\/\ o 0 \/\ o \//\//\/\/ APEX 33> Q) 0? X FOOTING TO BEAR ON / 6O " OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN O SOIL ' 12" UNDER 1 STORY WALL w/ 110 3: (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 N BAR IN BRICK LEDGE c7 ��e 16" UNDER 2 STORY WALL w/ J (2) #5 OR (3) #4 CONTINUOUS IL W S 1 1 (D MONOLITHIC FOOTING SECTION tag.£>a,ds��b CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Z • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O y • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Y 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN V-0" VERTICALLY SUITE 100, JACKSONVILLE, FL 32211 PER 3'-0" HORIZONTALLTO PREVENT EROSION OF SOIL. Q p CONCRETE SLAB w/ 6x6 O M (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR O FIBERMESH rn ° / ) Vs a ° ° ° ° /\\ \ \\ \\ .. DR10190N i Z Q e ,� aka aa' a\00 1 645, 01, \'A\�' uggeom, AS Alt �� a bra 16" VAPOR BARRIER W Q 3 BEARING WALL FOOTING SECTION U) z W CONCRETE SLAB W/ 6x6 (D W1.4 x W1.4 WWF OR W FIBERMESH ry 0'-0" A.F.F. O SEE ARCH O DETAILS ' 8" MIN LO O O V J 8"x8" THICKENED 8" Z LIJ FTG AT M STEP-DOWN, SEE VAPOR BARRIER � F= LJJ PLAN W U. Z LV 4 CURB STEP SECTION CO O cn m 8" UNDER MASONRY WALL W W OCONCRETE SLAB W/ 6" UNDER WOOD WALL Z 6x6 W1.4 x W1.4 WWF U Q SEE ARCH Q OR FIBERMESH VARIES Z 11 W Uj 0 (MAX 16") Q W !i\//i//\\i\i\ o w 12" MIN%\\/\\/\\/\\ JLL X IL VAPOR BARRIER /// � a //%//i///�// Z This i been electronically O signed an aled by Davor Bozic, PE Z on the date and/or time stamp O 6" OPT. EXTENSION IN BRICK Q shown using a digital signature. Q LOCATIONS ON FND PLAN Printed copies of this document are LU O not considered signed and sealed and the signature must be verified I'- 12" UNDER 1 STORY WALL w/ a- by a 3rd Party Certificate Authority Z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 Q.' on any electronic copy BAR IN BRICK LEDGE O W 16" UNDER 2 STORY WALL w/ U LL. (2) #5 OR (3) #4 CONTINUOUS Q 0 Abbott Park � 5 GARAGE EXT ALL CURB SECTION 0 Q CONTACT FOR PRIO�� O CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: W LOT 038-03-04 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q W • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Z Z PER T-0" HORIZONTALLTO PREVENT EROSION OF SOIL. — U, } I CONCRETE SLAB W/ 6x6 (D PROJECT NO: WW FIW1.4 x W1.4 WWF OR BERMESH 2023.004319 0 O 0' 0" A.F.F. LL' SEE ARCH Z DRAWN: O (MAX 20" = EM a 4 O ° DEEP) U \\/�\\/\\\\\a •L a a—d 4 �W/ CHKD: DO (n 4" EXTENSION Q Q UNDER BRICK VENEER X `�II►11111►//� U 12" UNDER 1 STORY WALL Q `•``P�OR Bp2i�i,�� W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER �,� O•••\C E•,s m N a3. 9800� z 16" UNDER 2 STORY WALL � � * w/ (3) #4 OR (2) #5 CONT W Z BEARING CURB STEP SECTION o�. %ATE OF441 F 0 6 W O k'o N�,,� SRO N A% ``� Z i I I TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS IL------ ----- HOUSE SLAB Z'I//1111111111``` j Q p 02-15-2024 p W U REVISIONS: Uj No. Description Date ~ LU U) J C� c� 0 O O Z RE-ENTRANT CORNER DETAIL U 0 (RECOMMENDED) W PLAN VIEW, DETAIL TYPICAL @ ALL I— RE -ENTRANT CORNERS W d ST=2D CMUIMETAL CONNECTOR ENGINEERING¢ i 0 v 1'-4",, T-8" 5'-8" 4'-8" 5'-10" 5'-4" T-0" 1 st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 4'-10" I. 3'-8" I. 4'-2" 3'-8" T-2" 6'-8" rew-M T-0" 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 IS6'-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 MASONRY LEGEND 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 Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN ❑ OPT. NO. 5 BAR APPLIES ONLY !F OPT OPENING INSTALLED ❑o NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4, HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.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/ SID 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 NO. MAX CLEAR OPENING LINTEL COMMENTS DESCRIPTION L: L-1 16'-0" 8F-1-32 GARAGE DOOR L-2 3'-0" 8 U 8 L-3 6-0" 8 F-16 L-4 8'-0" 8F-16 SGD L-5 8'-8" 8F-16 REAR PORCH L-6 T-0" 8F-16 REAR PORCH L-7 T-8" 8F-16 REAR PORCH L-8 1'4" 8F-16 FRONT PORCH L-9 4'-4" 8F-8 FRONT PORCH(ELEV A) L-9.1 4'-4" 8F-16 FRONT PORCH(ELEV B,E&F) L-10 6'-8" 8F-16 WINDOW(ELEV F) U > E N 0 0 N o CD APEX N L X co 0 M co J U- W .Q _j _J true design studios 5 Z O Y 9000 REGENCY SQUARE BLVD. U SUITE 100, JACKSONVILLE, FL 32211 Q 0 CD O J W o ~ rn U) 01HOMON' o 0 A z� m o .`tea W Q U Z W W 0 O O ti L0 O 0 U) W U) F= W �� U) 1..� W Z_ LLM Z ��W^^ U)V IIIIIIIIIIIIIIIIIJ O J m 73 W C.)wO Z_ \ w m W o J W W C.) W W x LI- z This 1aale been electronically O signed by Davor Bozic, PE Z I-_ on the date and/or time stamp O Q shown using a digital signature. 0 Printed copies of this document are O not considered signed and sealed w and the signature must be verified IL by a 3rd Party Certificate Authority Z on any electronic copy — O a LL Q Abbott Park O U U- LOT 038-03-04 Q U Q Z_ Z �- U U � PROJECT NO W 0 2023.004319 0 Z DRAWN: O U EM o O LU CHKD: L0 � DO W X — W W � J Q Q Q O/ W ED 0 N o. g8000 / >Z ;* >Z O441 �'. -�T TE OF :44/ C7 LU C0 U Z W a 0 02-15-2024 0 0 LU 0 REVISIONS: LU LL = No. Description Date � Q W U) J - Q >- U 0 0 O Z _ 0 w x w ST=3 w CMUIMETAL CONNECTOR ENGINEERING (2) META12 OR 1 st LEVEL FRAMING PLAN 1/4" = 1'4' 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 O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 15-5" 19'-11" 23'-9" 26-0" 16" 13'-4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L315 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 1 1'-3" 1 T-8" 23'-4" 26-0" 24" 9'-10" 15'-6" 2U-1" 23'-11" 10 L. 35 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) ROWSY4" Q @ 24" O.C. STAGGERED PT 2x8.......(2) ROWSY4" 0 @ 16" O.C. STAGGERED PT 2x10.....(2) ROWSY4" PJ @ 8" O.C. STAGGERED PT 2x12.....(2) ROWSY4" O @ 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)'/<" x 4-%" LONG #14 WOOD SCREWS PT 2x8................................... (5)'/<" x 4 %" LONG #14 WOOD SCREWS PT 2x10.................................(7) ''/<" x 4-'/z" LONG #14 WOOD SCREWS PT 2x12.................................(9) %" x 4 '/2" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION U 0 rn E o 0 N (j O 0 CD APEX � t3 N CE? c O rn CCi (10 _I LL LU J � J true design Studio Z O Y 9000 REGENCY SQUARE BLVD. () SUITE 100, JACKSONVILLE, FL 32211 Q O O O W H U) 011`000NI 0 46 ova o' J \ \> \\ \\ \ \ \\\\\ \ W Ilf a41 C� } U Z W W O O O rn L0 p U) O MM W U) W W W Z LL Z W `/) O t/) J m W w V < Z \ O ' Z J Q m W o Q J W W _o V LLB LLJ 0 ry ti 0 LL X LL �— Z This lan been electronically O signeale d by Davor Bozic, PE Z on the date and/or time stamp O Q shown using a digital signature. 0 Printed copies of this document are O not considered signed and sealed W and the signature must be verified a by a 3rd Party Certificate Authority Z on any electronic copy O a U � Q — Abbott Park O U � LOT 038-03-04 U) W Q U Q Z Z } PROJECT NO: w 6. • 1 48" & (1) 24" BEARING BLOCK REQ'D O • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. J 2023.004319 0 0 LL STAGGERED Z 0 DRAWN: • TRUSS TO MASONRY BELOW W/ VGT U EM - O UJ CHKD: LO I-_ DO U) X — W W a_ J Q a X `W 111111111,1 U 0 R 60,> ��,� U) l j LLI > --a * / 'x- IY O �'.. STATE OF Q �ss i0 N A\- ,�Z Z U) Q 0p 02-15-2024 0 0 I-- Lu U REVISIONS: w U_ _ No. Description Date � Q w (n .J } U U) O O Z Z = O U � w I- X ST=3A w n CMU/METAL CONNECTOR ENGINEERING¢ „-TYPICAL ROOF DECK SHEATHING. SEE TABLE 2. WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS 4 ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12OR HTA16-18 W/ MIN (7) 10d x 1%” IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) TRUSS TO TOP PLATE FASCIA (SEE W/ H2.5T OR RT7AT ARCHITECTURAL) I OR SDWC15600, UNO MOISTURE BARRIE C ON PLAN BETWEEN MASONRY AND I PROPERLY WIND LOAD RATED NON -PT LUMBER BY OTHERS SOFFIT MATERIAL I VERT. REINFORCING T CONTINUOUS @ PERIMETER. HAVE 10" STANDARD SEE TABLE 1: COMPONENT HOOK INTO BOND BEAM AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND • EVERY OTHER STUD TO TOP PLATE BEAM W/ #5 CONTINUOUS W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 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 SDWC154 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. BOTTOM PLT ANCHOR /2" THREADED RODANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR ''/2" WEDGE BOLT W/ MIN 4'/z" EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH ( END OF SEGMENT (BUTT JOINTS). ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND WASHER, UNLESS NOTED OTHERWIS 31] 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) a Q PROVIDE DOWELS TO MATCH o I I VERTICAL WALL Z REINFORCING W/ MIN 30" LAP 2i (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) ° a 4° 'IN 41 ° \I j\� j / _ I �� ° a/� INTERIOR LOAD BEARING WALL EXTERIOR WALL Y :TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) ,X// MOISTI BARRII OTHEF (1) cot CMU B BEAM' CONTI', 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'g/2" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS: C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1%" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FOR 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 #5 CONT. (1) #4 OR #5 BAR AT CORNERS WITH MIN. 25" LAP #5 CONT. CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAII S. THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS — GENERAL NOTES APPLICABLE TO ALL: 1. ALL LOAD -BEARING 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 TOTABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTSON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TOTABLE 3: MAXIMUM EXTERIOR WALL STUD SIZESON 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 FOUNDATIONAND WALL SECTION AT ROOFARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. >u U 0 N 0 N rA a I I I CONT. � O CD� � PEX 0 r C3 N � � X 'IT C:) O M r �I r N 00 */00.\ V tds POURED CELL #5 BAR CONT. J_ >Z true design studios a) w FROM BEAM TO FOOTING O STEP DOWN TIE -BEAM U 9000 REGENCY SQUARE BLVD. (D SUITE 100, JACKSONVILLE, FL 32211 a O O 4- O tT3 W 041HOMON' J01 DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW / WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH 3/4" OR 11/4" PER MANUF. 3" 5" 11/y 31/4 " 3 7/16 5" 115/16 1 3 IL3 3/4" 6" 2 %4' 3 3/4' TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS''/a" DIA. @ 30" O.C. STAGGERED • (2) ROWS %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 o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED''/a") 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/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) m qq \\O Liu a U Z W 0 W O O O O ti 0 Z LL.I W LL1 Z LL z W U) O U) m J L w V Q W O Z \ 3J � a W Lu W o o W V L1J LLJ O _J L L X LL r. Z This lan been electronically O signealed by Davor Bozic, PE Z on the date and/or time stamp Q a shown using a digital signature. Q < Printed copies of this document are O not considered signed and sealed W and the signature must be verified I'_ W by a 3rd Party Certificate Authority Z on any electronic copy O n U W a — Abbott Park Q O U LOT 038-03-04 0 a L U a Z_ Z >_ CD PROJECT NO Cf) O W 1 2023.004319 0 O LL Z DRAWN: O U EM o W CHKD LO F- DO U) X - W W a J a a X U a ��` pR Bp , U) m •\\G S�. CD E No 9800 Z Z O 3 STATE OF :��/ 0 W ORpP�� U) Z 3: W a 0 02-15-2024 p F- W 0 REVISIONS: LI` a No. Description Date w U _ a >- U O U) O O O Z _ 0 U W F- X W ST=5 CMUIMETAL CONNECTOR ENGINEERINGa TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL 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 FASTEN ROOF DECK TO OR FLATWISE) FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 ROOF DECK—\ L \. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH _ (1)H2.5Tw/(10)8dx1'/z" 9 2x4 NO.2 SYP BLOCKING BETWEEN PROVIDE PANEL OUTLOOKERS. FASTEN EACH EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d \� NON -DROPPED GABLE COMMON @ 3" O.C. j GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL \ REINFORCEMENT PER TRUSS ENGINEERING 8'-0" OR AS SHOWN ON PLAN\ 8,`" FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU C MOISTURE BARRIER BETWEEN MASONRY AND NON PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10) 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1-%" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HGAM10) TYPICAL ROOF DECK SHEATHING MAX 3'-0" OVERHANG CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT ATTACH SOFFIT TO 2x BLOCK 2x SYP NAILER (IF REQ'D): OR UNDERSIDE OF 2x FASCIA . TO WOOD FRAME: (2) 0.131" PER MANUFACTURER X, x 3" NAILS @ EACH STUD, MAX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK / NAILER MAX O.C. • TO CMU MU w/ PT NAILER: W/ (1) 0.131" x 2/2" NAIL EACH INTERSECTION (2) ROWS 3/s x 23/a° TAPCONS @ MAX 24" O.C. SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: CHANNEL REQUIREMENTS ��1) SOFFIT MANUFACTURER ALLOWABLE PER MANUFACTURER PRESSURE. 2) +/-57.4 psf. SOFFIT W/ MULTIPLE SPANS TYPICAL ROOF DECK SHEATHING CHANNEL REQUIREMENTS PER MANUFACTURER 2x SYP BLOCK W/ (2) 0.131" x 3" END- OR TOE -NAILS EACH END FASCIA AND DRIP EDGE PER ARCHITECT 2x SYP NAILER (IF REQ'D): ATTACH SOFFIT TO 2x BLOCK • TO WOOD FRAME (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA @ EACH STUD, MAX 24" O.C. PER MANUFACTURER • TO CMU w/ PT NAILER: (2) ROWS 3/6' x MAX 16" SPAN 23/4' TAPCONS @ MAX 24" O.C. CHANNEL REQUIREMENTS PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). CAPACITY OF THIS DETAIL IS THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE. 2) +/-340 psf. SOFFIT W/ SINGLE SPAN SF SOFFIT DETAILS Soffit detail is intended to convey connections between members in the supporting structural frame, not the soffit connections to those members Product manufacturer and evaluating engineer retain responsibility for individual soffit products and their connection to supporting structural frame MOISTURE BARRIER BY OTHERS #5 CONT. (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. �77 v V R PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) } PRE -CAST LINTEL PER PLAN a - a N Z FILL BOTH LINTELS SOLID p W/ CONTINUOUS POUR PRE -CAST LINTEL PE MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER BOND BEAM REINFORCEMENT w (SEE WALL SECTION) 0 w FILL SOLID TO BOND BEAM z U U w W U 8 F #---w— DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL, SEE PLAN. 8 F-# BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED ° 8U8 ° LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 BOND BEAM REINFORCEMENT w (SEE WALL SECTION) 0 w FILL SOLID TO BOND BEAM U U) w U ` LINTEL REINFORCEMENT o ° 8 F -1 # - DEPTH OF LINTEL ASSEMBLY "d" #5 BOTTOM BAR TO EXTEND NO LESS THAN 1" BEYOND BEARING AT EACH END GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8F-1-# TYPICAL PRE -CAST LINTEL OPTIONS ROOF DECK ROOF TRUSS OR RAFTER SUB FASCIA MOISTURE BARRIER BY OTHERS MASONRY LINTEL PER PLAN OPTIONAL STUD COLUMN SCAB FOR TRUSS STRAP • MINIMUM T-0" SCAB w/ (2) ROWS OF 10d @ 6" O.C., MINIMUM (12) 10d • SECOND SCAB MAY BE ADDED AS NEEDED TO OPPOSITE SIDE 8'-1" ABOVE F.F.E. Y TOP OF GARAGE DOOR 6'-1" ABOVE Ilk F.F.E. 4'-9" ABOVE F.F.E 2'-9" ABOVE F.F.E. 0'-9" ABOVE F.F.E. Y TOP OF CURB F.F.E. J c> 0 DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > o '3 PPOSITE SIDE WEBS. DIAGONAL BRAN APPLIED O ES 'PROXIMATE 45° ANGLE TO NO LESS THAN 3 TRUSSES. 5' (3)TRUSSES. � N N PEX r_ U CONTINUOUS LATERAL RESTRAINT N a) (CLR). QUANTITY AND LOCATION 00 DEFINED BY TRUSS SHOP DRAWING. 0 N C14 co a APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE SIDE OF WEBS MADE OF MORE THAN ONE PIECE, t'd S 41— DO SO WITH OVERLAPPING J BRACES LIKE THIS (TYR -6 (D EVER HERE) J true a a°tii €pity Z O Y 9000 REGENCY SQUARE BLVD. U SUITE 100, JACKSONVILLE, FL 32211 TRUSSES NEEDING BRACING Q 0 LATERAL BRACING - MULTIPLE TRUSSESCD LLJ 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 UoRtHOMON' I CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.0 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. \ �\�r \ 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). J` a °`\�� ` �\\\aao`a'` 5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. 00 o� W Q X 6' MAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. 0 U Z w 0 w 0 CD CD r— ti L-BRACE FASTENED TO � LO WEB W/ 10d AT 6" O.C. SINGLE TRUSS BRACING o Q 1. "NDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Z Uj RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN W SCAB BRACE FASTENED TO LU WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. w *IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z U. Z W SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. REQUIRED, APPLY (1) BRACE (n X =" MAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND (J, GRADE AS WEB TO BE BRACED. m WEB BRACING DETAIL w F— 2i VERTICAL BARS TO EXTEND TO w TOP OF WALL AS SHOWN. MIN 6" Z Z > O BEND INTO BOND BEAM Q Q TOP OF WALL LLU� W 0 Q J W w ------�-- ------ o V W O LL c— (LOF OPENING I � � � X 2x6xl2 PT CENTER BUCK Z This been electronically O signed an aled by Davor Bozic, PE Z on the date and/or time stamp O Q shown using a digital signature. Q Printed copies of this document are Onot considered signed and sealed w and the signature must be verified 0— by a 3rd Party Certificate Authority Z — --I— --I DIA. ANCHOR O on any electronic copy CL a U 2x4 PT TOP BUCK- 0 LU Abbott Park Q 2x6 PT BUCK EA -1SIDE OF OPENING PRECAST LINTEL SEE O U LATERAL RESTRAINT WEB ONTINUOUS BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR TOR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4' 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4' 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* SEE PLAN PLAN IL LOT 038-03-04 0 Q w I - EXTEND REINFORCING TO END C.i Q OF PIER W/ 6" BEND TO LAP Z Z WALL REINFORCING AS — (D PROVIDE (5) 48" A. J-BOLT OR LARGE SHOWN. ('D PROJECT NO: U)W DIAMETER SCRE !ANCHOR w/ 5 YZ" MIN (2) SOLID FILLED & j 2023.004319 EMBEDMENT AT ACH DOOR BRACKET, REINFORCED CELLS W/ NO.5 O w EACH SIDE OF D DR. PROVIDE 1 '/2" x q16" THICK WASHER v EACH ANCHOR. I I I VERT. BAR ADJACENT TO Z DRAWN: O GARAGE DOOR OPENINGS. = EM (1st BOLT TO BE MAX. ABOVE CURB.) O NO.5 VERT. BAR IN FILLED LU CHKD: lO CELL AT EACH END OF PIER X DO U) LU LU NO. 5 DOWEL TO MATCH EACH Q Q SOLID FILLED & REINFORCED X ,,�� (� CELL EXTENDING FROM FOOTING �� i U) Q � OR 80 � II � � i TO LAP WALL REINFORCING �� P .•••••••• Z� �i O C' . (0 I I GARAGE DOOR JAM E DETAIL i W/ MIN 30" LAP UNLESS NOTED •,•��G E N 3�.•., (D OTHERWISE ON DOWEL & LINTEL m Z N 980 PLACEMENT PLAN. MIN 6" BEND Q Q Z *• f .* I I I I I I AT BOTTOM. W _ ! �' — - i--o: ._ ,cc_ :� STAVE OF :•�/� j CONCRETE FOUNDATION O i O <v j WORK PER PLAN w i��.�'•,:� O P'••\�� 0 TOP OF FINISH ii��S'S • R �•••!�(j� FLOOR SLAB Q .,rj j0Nq_ , ;`ON Z Z p 02-15-2024 p - / — --- WC / v REVISIONS: w U- No. Description Date ------------- / / / w /\\ O O GARAGE SHEAR PIER Z o U 0 W I f- , X w ST=6 n Q CMU/METAL CONNECTOR ENGINEERING