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HomeMy WebLinkAbout7735 Wheat Stone Dr1844 LAUREL ELEVATION B Abbott Park, LOT 035-03mO4 BUILDING CODE SUMMARY LU zz �' z tds w true design �tt�€. ios N o � ry _ 1 9000 REGENCY SQUARE BLVD. Q3 LL SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 ` O H Q a us 0 01-HOrgON' Q � '' Fy- J LL Q U -� z C� O J O z U LU I— W J LU U) w } OC °0 ry z w W o z �- LU -� Q O a z d• W d. J w o W W Q F- 00 o UH W LL Q This item has been electronically - signed and sealed by Jeffery P f� ALL WORK SHALL d:;OMPLY WITH PREVAILING (n Arneson, PE on the date and/or time stamp shown using a digital signature. x CODES FLORIDA ?UILDING GOOF �' Printed copies of this document are - (� not considered signed and sealed and n- NATIC�fAL. ELLC`�1r� C� 'D the signature must be verified by a z AND THE E 117 !" Z r' �K fi' _ o-�, J 3rd Party Certificate Authority on any electronic copy O R i... z 0 2 W U F- Abbott Park fy - x a W U- a_ LOT 035-03-04 THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES Q W 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 � � r, 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 11844 SF 1844 SF UNCONDITIONED AREA Garage 437 SF Entry - 69 SF' Lanai 139 SF 645 SF Grand total 2489 SF VOLUME 1st Floor 171 2112 CF' Grand total 117212 CF J Q co PROJECT NO: LU 2023.004322 Q z C� DRAWN. EM � W CHKD'. 0 DO LL .10 O i i611t llff LO � N o 58,&44 U U) U) T E .10 F 4g.'t4l„ z A to 0 4 U) 02- -2024 CD z REVISIONS: Q No. Description Date W W W I— W J Q U co O 0000 z O r) Foote r Re -Bar (sized according to foundation plan) #4 awg CU bare w/ 10' stubbed outside of slab at service location. Connect to footer steel w/ (2) ground clamps 5' apart ° UFER GROUND DETAIL N.T.S. 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 150 OR 200 AMP TYPICAL #14 COPPER OR #12 ALUMINUM / COPPER- ELECTRICAL CLAD ALUMINUM TO LIGHTS AND OUTLETS PANEL CLADOALUMINOUM TO WATER HEA HEATER #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. o #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 BILK 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% AT LOW. REF REFRIGERATOR 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 FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION FOR DEPTH OR RAISED BANDING SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL SANDING SHALL RECEIVE A SAND FINISH ROOF COVERING SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. SEE STRUCTURAL SHEETS FOR SHEATHING REQUIREMENTS FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS WINDOW PAN FLASHING SHALL BE IN ACCORDANCE WITH RESIDENTIAL CODE R703.4 WALL HEIGHTS VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRUSS LAYOUTS LATH PER RESIDENTIAL CODE R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED PLASTER PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) WEEP SCREED PER R703.7.2.1 A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED WATER -RESISTIVE BARRIERS PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS GENERAL NOTES • ALL CONSTRUCTION SHALL MEET THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES • PER RESIDENTIAL CODE R302.5 NO OPENINGS FROM A PRIVATE GARAGE ARE PERMITTED DIRECTLY INTC SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN. FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCF MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER RESIDENTIAL CODE TABLE R302.6 GARAGE SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC W/ MIN, 1/2" GYP BOARD ATTACHED IN ACCORDANCE WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE "X" GYP BOARD, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY. ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED W/ MIN 1/2" GYP BOARD • PER RESIDENTIAL CODE R309.1 GARAGE AND CARPORT FLOOR SURFACE AREAS USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY DOORWAY • PER RESIDENTIAL CODE R312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. PER RESIDENTIAL CODE R312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS • PER RESIDENTIAL CODE R312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER • PER RESIDENTIAL CODE R308.4.5 GLAZING IN WALLS ENCLOSURES OR FENCES CONTAINING, FACING, OR ADJACENT TO HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS ANC INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER RESIDENTIAL CODE R312.2, PROVIDE WINDOW FALL PROTECTION IN ACCORDANCE WITH R312.2.1 AND R312.2.2 • GAS OPT. PER COMMUNITY. VERIFY WITH BLDR • C.J. = RECOMMENDED MASONRY CONTROL JOINT LOCATION • ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS TO BE INSTALLED PER BUILDER PROVIDED SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS • ALL FINISH DETAILS & TYPICAL PLAN NOTES PROVIDED BY BUILDER IN ACCORDANCE WITH TYPICAL BUILDER SPECIFICATIONS • REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING TERMITE SPECIFICATIONS SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED / PORTIONS OF WOOD ARE REQUIRED TO BE FIELD '" TREATED TO PREVENT INSECT INFESTATION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS MIN. 24" AFF ti 0 O Z APEX W ZC/) x m W W 4.1 Z_ 0 Z tdb arise design studios0 j 1 9000 REGENCY SQUARE BLVD. 4- W SUITE 100, JACKSONVILLE, FL 32211 0 OZ 904.821.5200 F- O 11HOMON W ❑ a4,. `l.�\, A&A,�1\a a.�`�. \ fi O 4041 LL Q U Z ) O J O Z U W I- W W �^ V J LU x W Q � m = z W LU Z O c) O LLJ J � O Q z � Q W o J W W W � 00 � Q I- TOM U_ p W Q U) This item has been electronically signed and sealed by Jeffery P - I� i' Arneson, PE on the date and/or time stamp shown using a digital signature. x Q Printed copies of this document are not considered signed and sealed and �- O 1 the signature must be verified by a 3rd Party Certificate Authority on any Z O O electronic copy Z = ❑ W U Abbott Park l­_ W Q d W LOT 035-03-04 J U W ❑ PROJECT NO: 2023.004322 Q Z rn DRAWN: EM W CHKD: ❑ DO WO 0 0 1 '1{#111111pd� u7 a` ,•E N � 'O �r W No 58544 U �tr , CO U) ! ;�= AT ?OF •.' - Z �litiii�y ❑ U) 02-14-2024 (D Z REVISIONS: Q Iy No. Description Date ❑ W U) W 2 H W J Q U f- O AOOO Z O 65'-0" a 107 14���42"x6O" `' 12123(9r---------------------i 36"x65" 101 I _ AC COND 4?" I,. I 0? BEDROOM 1 N I 9'-4" CLG LU 00 I TRAY TO 10'-0" LU cU = I I o N o Ln o I _ C? 00co I I LO N I I I I L------------------- Ch 9'-0 3/4 2'-2 1 /4" Cl) 7 2668 luMM 266— 1 Ln106 Ln �I �I 0I WIC aC o r` 9'-4" CLG cz - - - -- --- --- --- ---- --- 1S&1 R I 3 i I �n � 1 A2 r` 3 - - ' LANAI 3 9'-4" CLG Cn 0 - O I 00 CD I ~ M 3 I 8", IirU LU co _ CMU COLUMN (RE: STRUCT) Cn o 0 Ln bo 0 N m 180 m 3050 SH 8'- 0" H.H. I I I 4'-6" ;. 8'-4" 1st LEVEL FLOOR PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"04" —LnN c CD 125 , i, 20 � N 10 v2° 1'-1" 'N BATH 2 jLU BATH 1 2'-s BEDROOM 3 9 -4 CLG 9 -4 CLG 9 -4 CLG BEDROOM 2—_---- ------------- ° oo 9'-4" CLG o 00 Ln CD N N 9'-4" CLG 2 F L 'O TO _ _ ,* 00 CMU COLUMN 9'-4" CLG co __ (RE: STRUCT) 0 0� L 106 - I?=_ 101 _ 7'-6" 3'-91/2" 10'-4" 3'-0" 5'-9" r' 9'-10" 1'-6" 2'-81/2" FOYER i , 1 C q 01 9'-4" cL -- ENTRY Al I LO 9'-4" CLG \ r DINING 9'-4" CLG GREAT ROOM 9'-4" CLG 9'-7" DINING 9'-4" CLG 4'-1" 2'-4" _ 3'-0" 6'-1" FL 108 5 SHS -----------_ � �, MECH -. �_-� - 101 ° ° ° � v=, 9'-4" CLG 163 3068162 130 142 1'-8" 1'-8" 4'-4"/ (TYP) (TYP) KITCHEN00 9'-4" CLG � LAUNDRY 141 ILL 9 -4 CLG 143 147 146 --- VTR 140 0 0 140 21'-5" 25-11 " 65'-0" 9'-1 " 56'-8" �` 102 L47' ItA g 3080 ENTRY W/(2) 1080 SIDELITES (TEMP) ------------------ GARAGE 9'-4" CLG I I, I L- - .... - - ELEC PANEL _ HB L - ALTERNATE AC COND LOCATION 21'-8" 0 CO C C 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 7'-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER CONTROLS POSITIONED BELOW NICHE 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW 109 - 36" HIGH HANDRAIL 110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE -OR- 20 MIN FIRE RATED 111 - ATTIC ACCESS - SIZE AS NOTED 20 MIN FIRE RATED 112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. (SEE PLANS FOR WIDTH) 120 - RECESSED TILE SHOWER - SIZE AS NOTED 121 - TILE SHOWER WITH CURB - SIZE AS NOTED 122 - VIKRELL BASE SHOWER - SIZE AS NOTED 123 - TUB R.O. 5'-0 Y4' 124 - GARDEN TUB - SIZE AS NOTED 125 - TEMPERED GLASS SHOWER ENCLOSURE 126 - TEMPERED GLASS SHOWER ENCLOSURE ON 42" H 1/2 WALL w/SLP TOP 127 - SHOWER SEAT AT 18"x18"x20" 128 - SHOWER BENCH 129 - LAUNDRY SINK 130 - SINK 140 - OVERHEAD CABINET 141 - REFRIGERATOR - OPTIONAL 142 - DISHWASHER 143 - RANGE WITH MICRO HOOD 144 - COOKTOP 145 - DOUBLE OVEN 146 - WASHER - OPTIONAL 147 - DRYER - OPTIONAL 160 - INSTALL MECH PROTECTION PER CODE 161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY 162 - LOUVERED DOOR 163 - METAL A/C STAND 164 - BOLLARD AS REQ. PER BUILDING CODE 180 - EXTERIOR HEADER (RE: ELEVATION) 181 - SYNTHETIC STONE VENEER WALL LEGEND. 9'-4" HT CMU WALL 11'-4" HT CMU WALL ti O O 0 z APE^ V) W x Z_ W m o" O""I\ W Zz t S `o C� W � LU true design studios (D 9000 REGENCY SQUARE BLVD.3 W SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 0 O =70 0,1HOMON" O �\ � \ Q Kok\ a \ '\?o" 0 1� 10 L-11 O J U_ '' U a) Z C� O J O Z CU LU X W co LU W o � z ��//�� W Z O vJ a O W J O Q z qq W o C J W O W W F- W p LL LL Q This item has oeen electronically - signed and sealed by Jeffery P I` Cn Arneson, PE on the date and/or time stamp shown using a digital signature. x �- Printed copies of this document are T11- Q not considered signed and sealed and r— O the signature must be verified by a z i 3rd Party Certificate Authority on any O electronic copy O Z 0 2 LU LU Abbott Park z ry W 0_ CL LOT 035-03-04 Q W J U W 0 PROJECT NO: W 2023.004322 Qz DRAWN: EM W LU CHKD: 0 DO d gqiy®®gaggyy O'^ t��IFRRL9xj! LO % P AR5� No 58544 U C •.® °S ATE :OF g"Li1 Z_ .+40 F1 ISEitY61` 0 CIO 0-14-2024 O Z REVISIONS: Q No. Description Date W U) W 2 W J Q co Al 10 O 0 12 5 1st LEVEL BRG 1st LEVEL BRG =------------------ 411 9' 4 2' O" T ( ) - -- -- - _ - - -- _ - --- --- - - -- _-- - _ - _- - - - LEVEL FIFE 1 LEVEL FIFE 1st 1st 011 0' 0 221 LEFT ELEVATION - B 1/8" = 1'-0" WHEN PRINTED ON 22"x34" ROOF / TRUSS CONNECTION (RE: STRUCTURAL) BEARING HEIGHT FINISH at B AM PER PLAN (RE: ELEV) PT 2x BLOCKING at TOP & BOT OF BEAM Z= "Z Q� MTL FLASHING at COL CAP SET IN BEAD OF CONT SEALANT PT BLOCKING at CAP PLAIN TAPERED COLUMN WRAP INSTALLED PER MFR WRITTEN INSTRUCTIONS o_ W/ 4" CAP & BASE PER W BLDR SPECS 8" CMU PT BLOCKING STONE LEDGE DECORATIVE STONE VENEER 12" CMU BASE TSLAB CONCRETE at ENTRY 1 COLUMN DETAIL A200 1/2" = 1'-0" WHEN PRINTED ON 22"04' F.F.E ry w a z O Q w J W z O Q w J W ROOF VENTILATION VENT VENT PROP LINEAL PROP Area HIGH LOW # RATIO HIGH FT LOW 2486 SF 597 in 597 in F 4 144 576 125 1148.75 rfTY G A B LEE EN ROOF PLAN - B 1/8" = 1'-0" WHEN PRINTED ON 22"04" RIGHT ELEVATION - B 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG _ 00 1st LEVEL FFI 221 220 REAR ELEVATION - B 1/8" = 1'-0" WHEN PRINTED ON 22"x34" 12 5 1st LEVEL I tG� 4, st LEVEL --E 0" 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 H 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. BUILDING HEIGHT----F) - HEIGHT (ABV GRADE) -_—__—__—__—__—__—___- ---- __—_____—_ --_ _ _ _ � ------- --(AF-- -- -- -- -- -- ---- BUILDING HEIGHT (AFF)- 18'-07/8" 18'-87/8" 18'-07/8" 1st LEVEL BRG 1st LEVEL BRG g_ 4„„------------- — ---- - -91 411 2so - - 6" 260 i l 4" 229 op 263 18"x60" 260 6" 0 - - ------------ - -_ '•;";`�"' .-,.`„.:�.;.�:.'; 1st LEVEL FIFE ---------------------------------- 1st LEVEL FIFE • o- o� o— --- 1 - 226 227 A200 FRONT ELEVATION - B 1/4" = 1'4' WHEN PRINTED ON 22"x34" MIM� EMI -_ ti � I d' ti O z A Mff 0Am P I& Iff U) 0 C/) EX` Q) Z_ U Go W d W Z_ (D Z W ,s design s.�a€ C t€`�.� �studios Q O 9000 REGENCY SQUARE BLVD. J � W SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 0 0 O Q al 11HOETON O C)a A� 0 11 om � & # 0, a ik "I 0 L go 0 A "'21, Al uomo V 111.40 "M J LJ_ Q 0 Z O J O z 2 U LLI H X Lli J Q X UU LU Go � � M z w W O U) z _ � Q O W J Q O z Z LJ..i o L1J F— � LJJ Q Ip U LL W L Q This item has been electronically - signed and sealed by Jeffery P ti Arneson, PE on the date and/or time stamp shown using a digital signature. i< Printed copies of this document are (� not considered signed and sealed and O the signature must be verified by a z J 3rd Party Certificate Authority on any 0 electronic copy O z 0 = W U � . Abbott Park ry X 10- W IL a- LOT 035-03-04 — J Q U PROJECT NO: W 2023.004322 Q z C� DRAWN: EM W " W CHKD: 0 " DO LL O 0 0 LO ` Q ^� o 58544 U -n "1 : ATE F '„ z I , U) 02-14-2024 Z REVISIONS: Q No. Description Date W W W J Q U A200 Z O n INSULATION BAFFLE BETV _::EN TRUSSES INSTALLED PER AFR WRITTEN SPECS FIBERGLASS SHINGLE RO, FING ELEVATION) INSTALLED PER MFR SPE( 3 OVER VARIES (RE: WD SHTHG OVER PRE -EN( WD �OOF PLAN) TRUSSES (RE: STRUCTUR L) 2x4 BLOCKING at 24" OC — / (AS NEEDED) METAL DRIP OVER 1 St LEVEL TOB VARIES 2x6 FASCIA W/ ALUMINUM ]RAP � Q (RE: ELEV) W INSULATION PER CODE �o VENTED SOFFIT INSTALLE ► z %2" MINIMUM SAG RESISTANT PER MFR WRITTEN SPECII CATIONS CEILING GYP BRD PER RESIDENTIAL CODE TABLE R702.3.5 NOTE- APPLY SEALANT A' ALL POURED BOND BEAM EXTERIOR MATERIAL JOIN S (RE: STRUCTURAL) IN ACCORDANCE WITH AS M C PRECAST LINTEL 834 AND ASTM C 1193 (RE: STRUCTURAL) FIBER CEMENT OR VINYL 4P SIDING (RE- BUILDER SPE( 3) INSTALLED PER RESIDENT aL CODE AND MFR INSTALLATION INSTRUCTI( VS GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SID S) NOTE: RE: FLOOR PLAN (SH Al 10/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL 0 MAIN FIN FLR rk, 0'-0" il DQ T 1=1 4� z a °a a °a INSTALL VAPOR BARRIER _ a r:���IW � IN ACCORDANCE WITH a ASTM E 1643-98 ° FOUNDATION/FOOTING VARIES a (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION A• )0 SCALE: 1" = 1'-0" ti 0 O APEA w z U) m w w z (D z tdb w Q true design studios j r _ 1 9000 REGENCY SQUARE BLVD. ILL SUITE 100, JACKSONVILLE, FL 32211 O 904.821.5200 0 H Q CY a) O RRHOETON' e ac ,y_e 100 O LLB, Q U � z O J O z U LLI F- wIL J X LU W Q � m C0 z m = w w O cn z w J Q O Q z � z 4', w W O V W W 0� Q 0 LL V Q This item has been electronically - signed and sealed by Jeffery P [` Arneson, PE on the date and/or time stamp shown using a digital signature. x }' Printed copies of this document are �— Q not considered signed and sealed and O the signature must be verified by a z _J 3rd Party Certificate Authority on any O electronic copy O z o = w U I- � Abbott Park X D_ w LL Q LOT 035-03-04 w U () 0 PROJECT NO: w 2023.004322 Q'zrn� DRAWN: V EM w CHKD: 0 DO w0 0 0 t����ttttt��r�rfr � G i,,! w ,« J N 58544 U �• S 01 z_ U) 02-14-2024 z REVISIONS: Q rY No. Description Date 0 j w co w I- w _I Q U U) O A400 z O 0 TRADITIONAL HARD -COAL -- STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. VERTICAL AND HORIZ CONTROL JOINTS AS REQ'D FASTEN ZIP SYSTEM® SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR LOCAL BUILDING CODE TOP EDGE OF WEEP SCREED TAPED TO WALL SHEATHING WITH ZIP SYSTENU TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) CODE -APPROVED VINYL WEEP SCREED TO LAP CMU WALL MIN 2" CMU MASONRY WALL METAL LATH WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT ONE LAYER OF WATER -RESISTIVE SIDING (INSTALLED IN VAPOR -PERMEABLE BARRIER WITH A ACCORDANCE WITH PERFORMANCE AT LEAST EQUIVALENT CLADDING MANUF'S TO GRADE D BUILDING PAPER. INSTALLATION RECOMMENDATIONS) ZIP ZIP SYSTEM ® TAPE SYSTEMS® SHEATHING (INSTALLED OVER ALL JOINTS WOOD OR LT. GA. METAL IN ZIP SYSTEM SHEATHING.) STUDS. OVERLAP TAPE A MIN 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT 1/8" GAP RECOMMENDED AT PANELEDGES PANELEDGES ZIP SYSTEM ® TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEM SHEATHING.) OVERLAP TAPE A MINIMUM OF 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT PANEL EDGES - FASTEN ZIP SYSTEM ® SHEATHING AS REQUIRED BY ENGINEER -OF -RECORD AND/OR LOCAL BUILDING CODE *ZIP SYSTEM® SHEATHING IS APPROVED TO " REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH HARD COAT STUCCO AT 2ND LEVEL (BLOCK TO FRAME TRANSITION) These construction details are provided to assist in the installation of Zip SysterrV product(sl and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. CMU N -ZIH SYS I tNIU bHt:A I I-IINU IJ AFJF NUVtU I U REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM, ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT 2ND LEVEL (BLOCK TO FRAME TRANSITION) These construction details are provided to assist in the installation of Zip Systen® product(s) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. WALL ASSEMBLY VINYL/WOOD/FIBER CEMENT SIDING (INSTALLED IN ACCORDANCE WITH CLADDING MANUF'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS ® SHEATHING WOOD OR LT. GA. METAL STUDS. 1/8" GAP RECOMMENDED AT PANELEDGES ZIP SYSTEM ® TAPE (INSTALL OVER ALL JOINTS IN ZIP SYS- SHEATHING.) OVERLAP TAPE A MINIMUM O 1" AT ALL T-JOINTS 1/8" GAP RECOMMENDED AT FASTEN ZIP SYSTEM ® SHEA ENGINEER -OF -RECORD AND/ *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING WITH LAP SIDING AT SLA B ON GRADE These construction details are provided to assist in the installation of Zip Systen® product(s) and may not apply to every situation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. TRADITIONAL HARD -COAT - STUCCO INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR THE PORTLAND CEMENT ASSC. (PCA) RECOMMENDATIONS WITH THE MOST RESTRICTIVE CONTROLLLING. FOUNDATION VERTICAL AND HORIZONTAL CONTROL JOINTS AS NEEDED. DESIGNER -OF -RECORD TO SPECIFY TYPE AND LOCATION. CODE -APPROVED WEEP SCREED AT BASE OF WALL METAL LATH MORTAR SETTING BED ON ONE LAYER OF WATER ESISTIVE TOP OF MORTAR SCRATCH VAPOR -PERMEABLE BA BIER WITH A COAT IN ACCORDANCE PERFORMANCE AT LEA T EQUIVALENT WITH MANUFACTURER'S TO GRADE D BUILDING \PER. INSTALLATION ZIP SYSTEMIC HEATHING* RECOMMENDATIONS WOOD OR LT. A. METAL STUDS TOP EDGE OF JEEP SCREED NATURAL OR MANUF —� TAPED TO WA _ SHEATHING WITH STONE VENEER. ZIP SYSTEM9) \PE OR ADHESIVE INSTALL IN BACKED FLAS NG. (MUST MEET ACCORDANCE AC148) WITH MANUFACTURER'S RECOMMENDATIONS *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® HARD COAT STUCCO AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip Systen® products) and may no ply to every situation. Manufacturer accepts no responsibility or liability for the use of these or otther constructic letails. 1— 6 'IT 0 r 0 O APEA I_- z m w 'd0 W z' ((D W true de� studios a)0 ry J 9000 REGENCY SQUARE BLVD. LL SUITE 100, JACKSONVILLE, FL 32211 z 904.821.5200 0 O E- a 0 11HORION" # # 0 6- r o- "AllfQ " o aka \\z4#"'qyn';'t ap"",p, q vv� "vwnw; 0 \ "� LLI I w ,,, 400\61\ \� O J I IL Q U z C� O J O z U W H W J Q W Q oo w r z w 0 0 W z a _ W J Q 0 d, o z W O W W � 0 U H W L Q This item has been electronically - signed and sealed by Jeffery P f` U) Arneson, PE on the date and/or time stamp shown using a digital signature. x �- Printed copies of this document are (7 not considered signed and sealed and Q the signature must be verified by a z J 3rd Party Certificate Authority on any Q electronic copy O z 0 = W Abbott Park X a W LL Q LOT 035-03-04 w Q U W 0 PROJECT NO: W H 2023.004322 Q z _0 DRAWN: EM CO W CHKD: 0 ZIP SYSTEM® SHEATHING.* DO ILL O LATH WOOD OR LT. GA. METAL STUDS ♦01%J1111111jf18 In ONE LAYER OF WATER -RESISTIVE ®�� 1 ` P A ote U) VAPOR -PERMEABLE BARRIER WITH A 4�® •` ''."' �+f W PERFORMANCE AT LEAST �� �', . ` �4'` EQUIVALENT TO GRADE D BUILDING : •' ° *' Q PAPER No 58544 U * U TOP EDGE OF DRIP EDGE FLASHING ATE OF z TAPED TO ZIP SYSTEM SHEATHING 0'. p / SURFACE W/ ZIP SYSTEM TAPE OF ADHESIVE '°+►` © T`w. Q BACKED FLASHING. (MUST MEET AC148) A` I W''^^ d 02-14-2024 O FOUNDATION z DRIP EDGE FLASHING OR WEEP SCREED II REVISIONS: IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AT BASE OF ZIP SYSTEM WALL SHEATHING *ZIP SYSTEM® SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO -LAYER UNDERLAYMENT SYSTEM. ZIP SYSTEMS ® SHEATHING w/ ADHERED STONE AT SLAB ON GRADE These construction details are provided to assist in the installation of Zip Systen® products) and may not apply to for f h r o((her construction details. v situation. Manufacturer accepts no responsibilityor liabilit o the use o these o t eery p y No. Description Date LU � I W W J Q U I— O A405 z O 0 WALL SHEATHING FIBER CEMENT SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP z _ z EXTEND 15# ROOFING FELT z UP WALL 7" MIN N 5 X 5 METAL FLASHING OVER 1O ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT ROOFCEMENT �\SHINGLE ROOFING "L" FLASHING FOLD RD at 1. FOLD INWRD T 1. FOLD INWARD at PT. A O 2 CREAS atPT. B PT A O 2. CREASE atPT. B PT. A 3. CREASE at PT. C ®FOLD FOLD at 45' A ® ® ® FOLD at 77' ®1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE BOTTOM LANGE WATER TIGHT SEAL. FOLD, DO NOT CUT QTI 1!`!1(1/r`%1 CIAIICU ACCCnn DI V WALL KICKOUT FLASHING SCALE- N.T.S. SCALE: N.T.S. BLDG PAPER OVER 'QUICK FLASH" PIPE THROUGH WAI 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS BLDG PAPER UNDER 'QUICK FLASH" VENT PENETRATION SCALE: N.T.S. UT OPENING IN PPROVED HOUSE\N OR BOX INSTALLATI /RB LAYER #1, STU( /RAP /OOD SHEATHING WRB LAYER #1, STUCCO WRAP CUT "X" INTO SELF - ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER #1 811 i STEP #1 STEP #2 PPROVED HOUSEWRAP WRB LAYER #1, ELOW STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF - ADHERING FLASHING O OVER APPROVED i UT SUCH THAT NO r— HOUSEWRAP EMBRANE ENTERS OX, APPLY TO FACE WRB LAYER #2, DGE FORTIFIBER BLDG PAPER STEP #3 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #5 ELECTRICAL RECEPTACLE STEP #6 SELF - ADHERING MEMBRANE FLASHING ELASTOMERIC COATING OVER CEMENT FINISH (SEE TYP WALL SECTION) METAL LATH SCALE: N.T.S -t—T/ I \ /-- 2xSUB-BAN6W/1/2". NOTCH + + @ END, WRAPPED II` 'EEL & + + + STICK ++ +++ + + + / II DRIP EDGE ++++++++++ / / iJ FELT PAPER I\ + + + + DRIP EDGE 7/$" TEXTURED I +++++ / / �i� (REFERENCE POINT ONLY, FOR FINISH @WOOD � i � � WALL OFF SET OF COMPONENTS 1 1 1/8" I w ; 112 TEXTURED METAL FLASHING, WRAPPED MIN 4" �I FINISH @ CMU ��� ABOVE BOTTOM OF DRIP EDGE A WRA CEMENT SH, 1" F METAL FFLLI 8" FROM DM 2x SUB -BAND W/1/2"X? NOTCH @ END, WRAPPED IN PEEL &STICK Val WOOD W `ROOF CEMENT @ ROOF \ "I EXTERIOR WALL \ EDGE OMITTED FOR FRAME OR CMU) SUB BAND DETAIL CLARITY (d). WALL NOTE: NOTCH FOR 2x6 SU ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) / 3„ - - \\ DRIP EDGE, 1"OFF WALL (NOT INTO CEMENT FINISH) 3j 4- y �a" 3-COAT + PLASTER + + 2x6 SUB -BAND W/1"x4„ + + + + + + + + + NOTCH @ END, WRAPPED + + + + / WALL KICK -OUT FLASHING IN PEEL & STICK +++++++ FELT PAPER ( ELEVATION METAL FASCIA DRIP EDGE WRAP 1" OFF ++++++++ + + (REFERENCE POINT ONLY, FOR WOOD WALL. / WALL OFF SET OF COMPONENTS SUB -BAND 2" OFF METAL FLASHING, WRAPPED MIN 4" PRE-ENG'D TRUSS TO BE CU- - WOOD WALL WALL INLET TO AVOID CONTf T ABOVE BOTTOM OF DRIP EDGE W/ TEXTURED FINISH 2x SUB -BAND W/1/2"x? NOTCH @ ENE 2"x4"x4'-0" SCABBED 7/ TEXTURED FINISH @ WOOD WRAPPED IN PEEL & STICK • ' a TO TRUSS W/12d ( METAL LATH *ROOF CEMENT @ ROOF NAILS 6"-8" O.C. MAX META =ASCIA WRAP # EDGE OMITTED FOR j WOOD SHEATHING CLARITY 2x SUB -BAND W/1 12"x4" NOTC @END WRB LAYER#1, STUCCO WRAP SUB BAND DETAIL WALL W/ KICK -OUT T WRB LAYER #2, FORTIFIBER BUILDING PAPER METAL WRAP FASCIA 2x SUB BAND ROOFING CEMENT DRIP EDGE PLAN A © DRIP EDGE EXTERIOR WALL ©PLAN B METAL KICK OUT (FRAME OR CMU) SUB BAND DETAIL @ WALL SCALE: N.T.S. r`CY O U) U) APEX 0 Q) Z_ U W ~= W Z_ (D z tdb Q true design studios 0 1 9000 REGENCY SQUARE BLVD. CU IL SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 O 0 H Q O 11HOMON' C) 0 .4,4g ilz O LL ;= Q U Z i� O J O Z r W W < ( ) QX LLJ W DC 00 Z W W O ��/^ Z J O W Q O z d• W 0 �' W W LL 5 Q This item has been electronically — signed and sealed by Jeffery P f` (n Arneson, PE on the date and/or time stamp shown using a digital signature. x i- Printed copies of this document are f (a not considered signed and sealed and r— O the signature must be verified by,a Z J 3rd Party Certificate Authority on any O electronic copy O Z 0 W Z 1-- Abbott Park W W CL � Q LOT 035-03-04 W J U PROJECT NO: Q 2023.004322 Z DRAWN: EM 'Y' W CHKD: 0 DO LL O 0 O ��iXf1Mi1►{�� L 5-B544 U W 02-14-2024 Z REVISIONS: Q No. Description Date o W W r W J Q U U) O A500 O 1 I I I 11 1 11 1 E ti O 0 z C cta U) PEX W 00 w LU z �- tdb z w < true designdi studios • p ry _ 0 9000 REGENCY SQUARE BLVD. L- SUITE 100, JACKS©NVILLE, FL 32211 Z 904.821.5200 O H II Q n I, • j 1 O • 0 \ ELECTRIC METER U f o4 4 ELECTRIC METER —� 1 FIELD VERIFY LOCATION Qty / FIELD VERIFY p �\ �` 11\°\\I am 1161 ` \\� R LOCATION \�s �a °° PRE -FORMED CONTROL APPLY STUCCO SCRATCH COAT AND ONE (1) JOINT W/ STRIP LATH 5/8" CEMENT PLASTER LAYER OF PAINT PRIOR TO INSTALLING ELECTRIC O ~- METER —� 12" WIDE SELF-ADHESIVE LL 4-1 a FLASHING CENTERED UNDER Q CONTROL JOINT (CLEAN CAVITY TO BE FILLED ••� MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC U ISOCYANOTE-POLYBLEN Z SIMILAR) M("GREAT STUFF" OR 0 / • APPLY A SILICON BASE STUCCO FINISH SEALANT AT POINT THAT ELEC WIRE PENETRATES ' 5/8" CEMENT PLASTER / • / 6" SELF ADHESIVE z 12" WIDE SELF-ADHESIVE L \ OVER TOP & SIDES U FLASHING CENTERED UNDER / LU _T f •— CONTROL JOINT (CLEAN \ SELF FLASHING • MASONRY BEFORE APPLYING) / UNIT > W .I PRE -FORMED CONTROL / PROVIDE STUCCO D- JOINT W/ STRIP LATH • ` - f 4 SCRATCH COAT LARGER Q • THAN THE ELECTRIC X Uj LLJ • PREMANUF. METER CAN OR METER Q M \ DRYER VENT CAP CAN COMBO OR METER W SET IN CONT. 8" CMU LL ( AREA TO RECEIVE CAN AND DISCONNECT i- �. _ ' / SEALANT) STUCCO SCRATCH CO. C. SEALANT at & 1 COAT OF PAINT W/ p TOP & SIDES BACK -ROLL PRIOR TO W O V J ELECTRIC METER >z INSTALLATION LLI O Q CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRIC, ,L CONDUIT PENETRATION W w o SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. o J W I— � w U H W ILL2 WOOD CONST BEYOND Q This item has been electronically - FIBER CEMENT OR VINYL LAP SIDING signed and sealed by Jeffery P I` WOOD SHEATHING (RE: BUILDER SPECS) INSTALLED PER U) Arneson, PE on the date and/or time RESIDENTIAL CODE AND MFR stamp shown using a digital signature. x WEATHER RESISTIVE: i- Printed copies of this document are 6" SELF-ADHERINGI I * /—FINISH COATING OVER PRIMED INSTALLATION INSTRUCTIONS FLASHING BARRIER #1 r1 not considered signed and sealed and I: THREE COAT STUCCO FINISH EXTEND HOUSEWRAP O the signature must be verified by a z WEATHER RESISTIVE WEATHER RESISTIVE (7/a" NOM) OVER GALV MTL LATH OVER NAILING FLANGE J 3rd Party Certificate Authority on any BARRIER #1 WD SHEATH G electronic copy O VINYL ANGLED \ BARRIER #2 (RE: STRUC OVER 15# FELT OVER APPROVED O p V. HOUSEWRAP WD SHEATHING � _ CASING BEAD WEATHER RESISTIVE �\ \ (RE: STRUCT) IVJ = W (AM66-ANGLED-1250) BARRIER #2 \ 5/16" X 7 1/4" LAP - U _ \ SIDING W/ 6 REVEAL:: FASTEN TO WD STRUCTURAL _ W z 1 MEMBER at 7" O.C. MAX - MTL DRIP FLASHING W/ Abbott Park I STARTER STRIP 7, " TO § " MID -WALL _ HEMMED EDGE SET IN CONT X 0- 21 1 \ / WEEP SCREED BEAD OF SEALANT W 8" CMU I CORNER BEAD a / DO NOT CAULK OR TRIM (RE: ELEVATION) w LOT 035-03-04 — (FASTENER & 6" SELF -ADHERING SEAL OPENING W z o SPACING at 7"O.C.) FLASHING / " `y EXTEND 12" SELF -ADHERING Q m a N GALV'D METAL MEMBRANE FLASHING OVER • • GALV'D METAL "Z" • • WINDOW FLANGE SET IN CONT W � = J N "Z" FLASHING FLASHING 6" WIDE STRIP SELF ADHESIVE BEAD OF SEALANT � LLJ w FLASHING, CLEAN MASONRY p > _ DO NOT CAULK OR 1 1/4" X 6" SIMULATED BEFORE APPLYING VINYL FLANGE CASING BEAD PROJECT NO: W Q SEAL OPENING WOOD TRIM MEMBER INSTALLED PER MFR / 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) 2023.004322 Z / STUCCO TEXTURED PER COMMUNITY CMU 1 1/4' X 6" SIMULATED •• ' • 1/2" MIN STUCCO FINISH U CASING BEAD SPECIFICATIONS ( ) DRAVW VINYL CASING WOOD TRIM MEMBER j r: EM BEAD (AM66 1250) SPECIFICATIONS COMMUNITY W 1/2" (MIN) STUCCO FINISH 1/2" (MIN) TEXTURED TEXTURED PER COMMUNITY SEAL GAP W/ CAULKING DO LL CHKD: SPECI FINISH at MASONRY OR APPROVED SEALANT ' I (� (� O STUCCO CASING BEAD STUCCO SIDING o • i y����111i13Fipgff� O • P �p � e� � A RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) ®,� ��.'•,.o�,�.�,®� SCALE: N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S.�•;L}�'�. SCALE: N.T.S. NO 58544 U m lE V! i,E 4f F qga°"� z V. .PP `,F gga-yy y CMU WALL W/ SELF ADHESIVE -OR- FLUID CMU WALL W/ ♦�,1�< LJp- 1/2" (MIN) STUCCO 4 " STUCCO FINISH APPLIED PAN FLASHING (CLEAN CMU LINTEL 1/2" (MIN) STUCCO FINISH ' MASONRY BEFORE APPLYING) RE: STRUCTURAL} FINISH TEXTURED a ( (RE: STRUCTURAL) RE: STRUCTURAL PER COMMUNITY ( ) EXTEND UP AT JAMB MI12" SPECIFICATIONS 1 "GYP BRD OVER Y " GYP BRD OVER S (4" N) 1x GYP BRD OVER 1 x GYP BRD OVER 02-14-2024 O z PRE SHAPED STUCCO BAND z PRE -SHAPED STUCCO BAND 1x2 TREATED 1x2 TREATED Z 1x2 TREATED W/ SLP TOP INSTALLED PER 1x2 TREATED W/ INSTALLED PER MFR FURRING STRIPS FURRING STRIPS FURRING STRIPS MFR WRITTEN SPECS (RE: FURRING STRIPS WRITTEN SPECS (RE: ELEV) CONTINUOUS BEAD CONTINUOUS BEAD FLANGE CASING at CMU WALL (TYP) ELEV) at CMU WALL (TYP) PRECAST CONCRETE SILL at CMU WALL (TYP) OF SEALANT a MU AL Y OF SEALANT L T P t C WALL (TYP) REVISIONS' SELF ADHESIVE -OR- FLUID SELF ADHESIVE -OR- FLUID PT 1x4 BEAD APPLIED FLASHING (CLEAN WOOD BLOCKIN APPLIED FLASHING (CLEAN �$" BACKER ROD W/ SEALANT PT 1x4 p SELF ADHESIVE -OR- SELF ADHESIVE -OR- No. Description Date MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIED W PT 2x4 FRAME ANCHOR ANCHOR PT 1x WOOD BUCK PT 1x WOOD BUCK tie' GYP BRD OVER INSTALLED PER MFR FLASHING (CLEAN FLASHING (CLEAN (n VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED gqMppAppS��OyyNNRYY BEFORE MASONRY BEFORE W SHIM AS NEEDED WRITTEN SPECS (TYP) INSTALLED PER MFR SHIM AS NEEDED WRITTEN SPECSINSTALLED PER nFR (TYP) FURRING STRIPS CMU STEM WALL W/ METALI DOOR FRAME SHIM AS NEEDED ,VEW�I 6R FRAME I — AIL at CMU WALL (TYP) 48" STUCCO FINISH W BACKER ROD W/ SEALANT 48" BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR J INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Q U WINDOW SILL at CMU DOOR HEAD at CI 1U DOOR JAMB at CMU CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU � SCALE: N.T.S. SCALE: 1 � " = 1'-0" SCALE: 1 � " = V-0" SCALE: 1 ti " = 1'-0" SCALE: 1 ti " = V-0" SCALE: 1 ti " = 1'-0"A501 z 2 2 2 2 2 0 AC COND 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 DOOR 4 4-WAY SWITCH BGARAOGN D DIMMER SWITCH SWITCHED OUTLET W 220 VOLT OUTLET 811I GFCI DUPLEX OUTLET GF DUPLEX OUTLET 1 CEILING OUTLET 6I 11G (b AFCI DUPLEX OUTLET FLOOR OUTLET 8 JUNCTION BOX R IRRIGATION OUTLET I �S SMOKE DETECTOR OD DIRECT WIRE (PER MFR SPECS) © CARBON MONOXIDE ® CARBON MONOXIDE & DETECTOR SMOKE DETECTOR C� [Ld TELEVISION OUTLET QUICK DISCONNECT PH TELEPHONE OUTLET A NETWORK OUTLET r= SERVICE METER/ PANEL SERVICE PANEL M DISCONNECT m GARBAGE DISPOSAL ® UNDER CABINET LIGHT WALL MOUNT LIGHT SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT Fmi STAIR LIGHT ® BATH FAN & LIGHT COMBO - VENT TO EXT BATH FAN - VENT TO EXT PULL CHAIN LIGHT 4- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT RECESSED EYEBALL 4_LL PRE -WIRE FOR LIGHT "'HANGING HANGING LIGHT RECESSED LIGHT MINIATURE PUCK MINI LIGHT ' LED DOWNLIGHT HANGING PENDANT PNDT LIGHT FLUORESCENT LIGHT ®FR 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 I VP = VAPOR PROOF r e r` 0 OPEX U) U) W x ZU) m W - W Z_ U Z tds W � Q true design studios j 9000 REGENCY SQUARE BLVD. W SUITE 100, JACKSONVILLE, FL 32211 zz 904.821.5200 0 Ca F- O 11HOMON U a O J Q U � Z U O O Z _ W F- w _I < x LIJ W Q >- W LL W z W W Z O W -� O Q � Q z �• W U W O W W F- 00 Q U �H w LL � Q This item has been electronically — signed and sealed by Jeffery P f` U) Arneson, PE on the date and/or time stamp shown using a digital signature. i< Printed copies of this document are �— (D not considered signed and sealed and O the signature must be verified by a z J 3rd Party Certificate Authority on any O electronic copy O Z p = W Abbott Park x n W LL IL Q LOT 035-03-04 W J U U) PROJECT NO W 2023.004322 z DRAWN: EM Cl) w CHKD: DO O LO "� • "G E NcS'S �i� W No 58544 U S R E OF .° Z trttot � ry 44/ 0 14-2024 (D z REVISIONS: Q No. Description Date W V) w W J Q U F- O El 00 z O 0 DESIGN CRITERIA AND LOADS oD U Building Code Florida Building and Residential Codes, 81h 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 LOADING ....... ............. ........... ............... .Cd = 1.60 ASCE 7 3S GUST........................................139 MPH BASIC WIND SPEED EXPOSURE CATEGORY .................. ........... .....0 BUILDING CATEGORY.....................................II ENCLOSURE CLASSIFICATION ......................ENCLOSED INTERNAL PRESSURE COEFF .......................0.18 C&C DESIGN PRESSURES .............................{SEE TABLE 1) FLOOR LOADING........ .......... ...... ............. ..... ....Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD... ............................ 10 PSF BOTTOM CHORD LIVE LOAD..........................0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR LOADING. ............................ Cd = 1.00 GAME ROOM2 LIVE LOAD .............................. 60 PSF BALCONY/DECK LIVE LOAD ........................... 40 PSF DEFLECTION CRITERIA LL / 240 ROOF TRUSSES..............................................TL / 180 TL MAX 1" UP TO 40' SPAN FLOOR JOIST OR TRUSS .... ................. .......... LL / 480 TL/360 BEAMS'............................................................LL / 360 TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL ABOVE SHALL NOT EXCEEDY4" 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 GARAGE DOOR WIDTH (NOTE 2) PRESSURE (PSF) 8 FT +25.4/-32 10 FT +25.02/-30.4 16 FT +24.1/-28 18 FT +23.9/-27.5 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 mnTFS I A NOTES 2. 3. 4 O z STUCCO AND DIRECTLY MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICALLY OR C11," 24/16 = ADHERED STONE INSTALLED HORIZONTALLY)W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE w X Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDEDAT UNSUPPORTED PANEL EDGES. w w=� Oz Q J U ALL OTHER VENEER sn MIN 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICAL OR HORIZONTAL / � (NOTE 8) W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES)- 6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) Y t9 6 TILE AND METAL ROOF MIN 1%2' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION w Z �6 (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-03 NAILS: 4" O.C. AT PANEL EDGES AND p 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). 0O w Iw- MIN %6' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O = O of U Z SHINGLE 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 %" OSB OR PLYWOODOR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.G. AT PANEL EDGES 12" O.C. IN THE FIELD OR MI_W?" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x 15/" COOLER NAIL OR NO.6 x 1 4" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD UNBLOCKED PANEL EDGES, UNO). NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%32" CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5, FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TCHELP REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6 1%32" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE'/6' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS 7. 1V32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANT) AND INSTALLATION REQUIREMENTS ALLOW,'%32' APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7 WIND LOADS IN ACCORDANCE WITH FRC R301.2.1.1 TABLE 4: NAIL SIZE LEGEND NOTES 1, 2, 3, 4 TABLE 5: FASTENERS IN 1 11 DIAMETER PRESSURE TREATED LUMBER LENGTH 8dCOMMON 0.131" 2-142" RSRS-01 0.113" 2 %" RSRS-03 0A31" 2-'/z" 10d x 1-'/z" 0.148" 1-'/z" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y4" 16d SINKER 0.148" 3-Y4" 16d COMMON 0.162" 1 3-'/2" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL STAINLESS CONNECTORS AND SODIUM BORATE (NOTE 1) FASTENERS REQUIRED. CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCC) 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 APPLICATION OF PROTECTIVE COATING. BEFORE 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 MITEK & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK MITEK FASTENERS SIMPSON SIMPSON MITEK MITEK FASTENERS FASTENERS (8)'/<X 1 %" SIDS SCREWS (8)%4' x 1%" WS15-GC DTT2Z IN STUD Y2" Q X 4 Y2" WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d (NOTE 2) EMBED EPDXY OR DTB TZ '/2 O x 4'/z" 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'/z" IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 (7) 10d x 1 /z" MTW12 ' 10d x " (7) 1 /z (NOTE 2) 48' O x 6" EMBED ANCHOR §8' O x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 1/2" IN (26) 0.162" x 2 Y2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) 48" O x 6" EMBED ANCHOR 48" O x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)%" x 3" SIDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP 7///8" O x 12" EMBED MSTA36 (13) 10d COMMON MSTA36 (13) 10d COMMON %" O x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 %" IN TRUSS (7) 10d x 1 %" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL (4) W' x 2%" TITEN (5) Y4" x 2%" TAPCON IN SCREWS IN MASONRY MASONRY (8)10dx1%"IN TRUSS (9)10dx1'/z"IN TRUSS (11)10dx1'/2"IN (11)10dx1'/z"IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 %" IN (11) 10d x 1 ''/2" IN STUD STUD (10)10dx1Y2"IN (8)10dx1'/2"IN ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER (NOTE 6) 48 O x 7" EMBED EPDXY PAU44 48" O x 7" EMBED EPDXY HTSM20 (4) 14" x 2 14" TITEN HTWM20 (4) 'W x 3" WEDGE BOLT IN MASONRY OR EQUIVALENT IN STU (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2" IN (5) 8d x 1%" IN ABU66 48" O x 7" EMBED EPDXY PAU66 q," O x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS (NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1'/2" IN RT7AT (5) 8d x 1'/z" IN DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/z" IN (5) 10d x 1'/z" IN HUC481 HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU28-2, HUC28-2 (6) 10d COMMON IN BEAM HD28-2, HD28-21F (6) 10d COMMON IN BEAM (5) 10d x 1'/z" IN TOP PLATE (5) 10d x 11/2" IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER LUGT2 TRUSS/RAFTER '0" HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) %" x 2 %" TITEN (5)x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT (28) 16d SINKER IN WALL (22) 16d COMMON IN (22) 16d COMMON IN (26) 16d SINKER HUC212-2 HEADER HD212-21F HEADER IN WALL FRAMING FRAMING 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 (12) SDS'/4' x 2'/z" LUGT3 (12) WS25'/4' x 2'/z" (4)%" x 1 'Y2" SIDS SCREW (4) W x 1'/2" WS15 SCREWS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER HGA10KT (4)%" x 3" SIDS SCREWS HGA10 (4) Y4' x 3" WS3 SCREWS SDWC14500, SDWC15600 NO MITEK EQUIVALENT IN TOP PLATE IN TOP PLATE (4) SDS W x 1 '/2" SCREWS (4) %" x 1%" WS15 SCREW (14) 10d COMMON IN (14) 10d COMMON IN HGAM10KT IN TRUSS/RAFTER HGAM10KT IN TRUSS/ RAFTER (4) 14" x 13/" WEDGE BOLT MSTCM40 WOOD FRAMING MSTCM40 WOOD FRAMING (4) W x 23/4" TITEN SCREWS OR EQUIVALENT IN (10)'/4' x 2'/4' TITEN (10) W' x 2 Y4' TAPCON IN IN MASONRY MASONRY SCREWS IN MASONRY MASONRY (26) 10d COMMON IN (26) 10d COMMON IN MSTCM60 WOOD FRAMING MSTCM60 WOOD FRAMING (14) %" x 2'W TITEN (14)'/4" x 2'/4' TAPCON IN SCREWS INMASONR MASONRY SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. CONCRETE AND FOUNDATION NOTES 2. PRODUCTS SELECTED USING MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVEDALTERNATE� 2021-2023 OTION SFORADDTIONAL RUCTIONSUCTS NSG. INSTALLAIMPSON 3. REFER TO SIMPSON CATALOG 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. %" O x 2 3%" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF W, O x 1 3/4' TITENS ILO 16d. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWFFIBER LENGTHS SHALL BE'/z' TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S MASONRY NOTES RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 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. 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR TYPE HORIZONTAL JOINT REINFORCEMENT CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 3. ALL GROUT TO BE MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". PREVENTION OF SUBTERRANEAN TERMITES. 6. VERTICAL REINFORCING TO HAVE 10' STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10' STANDARD HOOK INTO FOOTING 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. OF RECORD IF THIS CONDITION EXISTS. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. NOTE: ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER) 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING & LOCATION OF THE FRAMING PLAN SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET. LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL FOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 13/4" WIDE, LINO. (3'/2' WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY I%" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 13/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3'/2' WIDE, LINO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM EOTTOM PLATE ANCHORAGE IS'/z" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM STUD COLUMN KEYNOTE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS 2 2 STUDS Cl) w Dp 2 ANCHOR � TO MATCH WALL FRAMING SIZE AND GRADE, UNO. ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN BOTTOM OF STUD COLUMN CONNECTION 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP NON -BEARING HEADER FRAMING KEYNOTE NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING DEPTH OF LOAD -BEARING #2 SYP HEADER NUMBER OF PLIES IN HEADER ENGINEERED LUMBER HEADER FRAMING KEYNOTE NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 Y4' WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8 O.C. STAGGERED. 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 38" OR LESS CLEAR -OPENINGS IN AN EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1-Y2" @ 16" O.C. OR • DSP w/ (14) 10d x 1-'/2" @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 %" (OR EQUAL APPROVED BY EOR). 8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C. 9. IN ANY LOCATION WHERE A 2x_ BEAM OR HEADER IS PROVIDED, IT IS ACCEPTABLE TO USE AN ENGINEERED LVL BEAM OR HEADER OF EQUIVALENT SIZE. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN TABLE 2304.10.1 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER. 5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD O 0 A P EX Z_ 0 1 m , W � y Z W true design studios _0 JO 9000 REGENCY SQUARE BLVD. D- SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 _O Z3 i- 11HOMON' O ., ,,'$ a \ I \4 -�� �� a Saw \U\e\Ci\3 M\ \� \ \\ a Y�ea� O J H Q Z 0 O J O Z W W WUU Q ``U o = Z W W 0 U) Z � � '• O W J Q 0 Q Z W 0 LIJ o � J W �_ 00 W Q H 0 _U TM LL W LL 2 Q This item has been electronically - signed and sealed by Davor Bozic, PE I` U) on the date and/or time stamp shown using a digital signature. x Printed copies of this document are �- (� not considered signed and sealed O and the signature must be verified z J by a 3rd Party Certificate Authority O on any electronic copy O Z 0 2 W W Z f- Abbott Park X W W W Q LOT 035-03-04 w J Q U U 0 PROJECT NO: W 2023.004322 Q ``Zn DRAWN: V EM W CHKD: 0 DO L o I O A� P� Q R Bp2i C•E'N W N o. 98000 (� U) * - C0 STATE OF ' 44/ Z "o - '<U: O R O , ♦41 %CO 02-14-2024 z REVISIONS: Q ry No. Description Date 0 W U) W I- W J Q U r� O ST=1 Z O CMUIMETAL CONNECTOR ENGINEERING 0 0 I 00 FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22IT04" cc, n,. 1 1 /4" 0 AA v KS-1 DW-1 2" 0 VENT TO ROOF 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 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 8"x8" DEEP THICKENED [B] 12" DEEP FTG UNDER BOX EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN 16"SQx12" DEEP FTG 24"SQx20" DEEP FTG w/ (3) #4 EW ❑30"SQx20" DEEP FTG 36"SQx20" DEEP FTG E w/ (4) #4 EW w/ (4) #4 EW 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP w/ (5) #4 EW, T&B ❑H AS SHOWN, SEE MASONRY NOTES ON ST-1 ***NOTE TO CONTRACTOR — DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. 1_2"0 VENT I TO ROOF I I I I I I I I I L zas Z W Q true design studios 0 ry j 9000 REGENCY SQUARE BLVD.a SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 0 OIm H Q O 01MOMON c VON- J � Q U � Z 0 O J O Z 2 W X J 12- W � ^ Q LU v , Q W m z o = �Lu OW V ) o W = Q O Q > � Z LLB O LLl W OO o 75 Q This item has been electronically _ signed and sealed by Davor Bozic, PE on the date and/or time stamp r— shown using a digital signature. x Printed copies of this document are 0 not considered signed and sealed O and the signature must be verified Z ___I by a 3rd Party Certificate Authority O on any electronic copy O Z p = W U i— � Abbott Park X n W W Q LOT 035-03-04 w J i a U r� 0 PROJECT NO: W 2023.004322 Q rrZn DRAWN: V EM C w CHKD: 0 DO U- 0 0 11 Cl) .� OP • �� �. LO •' G•E N , 980 0 U V) O'. STATE OF ; (41 1 Z �• OR �is N AL,��0 ►►i1111► 02-14-2024 O Z REVISIONS: Q r No. Description Date n W v) w W _J Q U U) I- O ST=2 Z O r) CMU/METAL CONNECTOR ENGINEERING EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. T? PCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. E EXISTING FOUNDATION. D ° ° R D \ ( ° D 8" CMU WALL OVERHANGS LESS THAN 111 GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED I MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. ° EXISTING FOUNDATION { i � D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH d a — — — (MAX 20" 4 a a DEEP) 43 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *REARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH d d O Q 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION I A r - !./IAI K I I "SUS BAR AS LAP AS SHOWN 0 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 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4OR#5 REINFORCING PER MONOLITHIC FOOTING SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL \­STEMWALLFOOTING O XN G TE MIN BELOW MONOLITHIC C • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB OL VAPOR BARRIER #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \x 4 TO 5 COURSES: 48" O.C. //, 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 COI co w a:U) of O Q 1a— U wo \ ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM r //� / #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMEN OPT BRICK LEDGE N TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A. F. F. . h (BEYOND) U FLOATING CONCRETE _w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 E U U) (1) #4 OR #5 WWF OR FIBERMESH > w Q co w CONT J Wo LU � —o, — — U FINISH g O GRADE 77 #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. / o p D i 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 (PTEMWALL CURB 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. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 1 #4 OR #5 CONT. 3'/z" CONCRETE SLAB W/ 6x6 O W1.4 x W1.4 WWF OR FIBERS SH MINIM 24" (1) #4 OR #5 90° BEND @ 48" C. 36" MAX VARIES PER — — - ° d ARCH PLANS / \ / a \ VAPOR BARRIER 12" MIN d \ FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL W/ (2 ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3 #4 OR (2) #5 CONT (Ik.MON.0LOTH1C FOOTING SECTION - 36- MAX DEPTH 'NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED 6, STONE CLADDING FINISH - MIN 6" ALL OTHER EXTERIOR WALL U CLADDING -MIN 8", U.N.O. ON ARCH L0 AL 0 VAPOR BARRIER— \\\\\\/\\/� O �EX C3 \/ o 12 ' M I N//\//\//\//\//\ ZAP �� \\ \\\j\\\\\ U) FOOTING TO BEAR ON _ FIRM UNDISTURBED 6 OPT. EXTENSION IN BRICK � SOIL LOCATIONS ON FND PLAN U) 12" UNDER 1 STORY WALL w/ m (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE LU t Q 16" UNDER 2 STORY WALL w/ Z (2) #5 OR (3) #4 CONTINUOUS (D Z ds -6 1 MONOLITHIC FOOTING SECTION W true design studios D CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY J 9000 REGENCY SQUARE BLVD. Q) FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY LL. SUITE 100, JACKSONVILLE, FL 32211 PER 3'-0" HORIZONTALLTO PREVENT EROSION OF SOIL. ZO 904.821.5200 O CONCRETE SLAB w/ 6x6 I-_ I (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR Q FIBERMESH /^ \ \\\o\oom\\\\oo \\\\�\\� \\o\\� \\\o\\\\\\\\\\\\ CY RIMER' a) . o � g'M 16" VAPOR BARRIER O \00i J LL Q 3 BEARING WALL FOOTING SECTION Cj z CONCRETE SLAB W/ 6x6 Q W1.4 x W1.4 WWF OR J FIBERMESH O 0'-0" A.F.F. Z _ SEE ARCH = a a \d DETAILS U a a W X 8" MIN W \\ r /, a 8"x8" THICKENED g" < LU X W FTG AT W STEP-DOWN, SEE VAPOR BARRIER Q PLAN z LLJ 4 CURB STEP SECTION LU O Q 8" UNDER MASONRY WALL O W J Q O CONCRETE SLAB W/ 6" UNDER WOOD WALL 75 6x6 W1.4 x W1.4 WWF Z SEE ARCH (n / Q OR FIBERMESH VARIEC Z W a a (MAX 16") a — a � ��\// \ \/ �\�\//\//\//\/\/\ ~ Q \/\ 12" M I N\\\ ULL / LL VAPOR BARRIER �// a a % /i, // / Q This item has been electronically — \ signed and sealed by Davor Bozic, PE !� U) on the date and/or time stamp 6" OPT. EXTENSION IN BRICK shown using a digital signature. X LOCATIONS ON FND PLAN } Printed copies of this document are (� not considered signed and sealed O and the signature must be verified 12" UNDER 1 STORY WALL w/ J by a 3rd Party Certificate Authority Z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 O on any electronic copy O BAR IN BRICK LEDGE Z 0 i 16" UNDER 2 STORY WALL w/ 2 W (2) #5 OR (3) #4 CONTINUOUS U ~ � Abbott Park z ' GARAGE EXT LL CURB SECTION X a CONTACT FOR PRIO��A O CONSTRUCTION IF ANY OF THE W LL FOLLOWING OCCUR: Q LOT 035-03-04 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" W • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q FROM STRUCTURF STEEPER THAN V-0" VERTICALLY U PER 3-0" HORIZONTALLTO PREVENT EROSION OF SOIL. 0 CONCRETE SLAB W/ 6x6 PROJECT NO: W W1.4 x W1.4 WWF OR ~ FIBERMESH 2023.004322 Q ``r�Z 0'-0" A.F.F. SEE ARCH DRAWN V a — a (MAX20 EM w d O DEEP) CHKD: 0 \�/\\�\\\/\\ •L a 4„ DO LL LL/ a d 4" EXTENSION 0 UNDER BRICK VENEER L `,`,111111111/1j',I U 12" UNDER 1 STORY WALL POOR F3 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER �� �••'�G E N 3 • C ,��i W 16" UNDER 2 STORY WALL N 980 U w/ (3) #4 OR (2) #5 CONT • — U BEARING CURB STEP SECTION o�.. STATE OF •. �� Z 6 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 �L IL - ----- — --- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS 'll1111 # I I00`��� T 02-14-2024 0 Z REVISIONS: W No. Description Date 0 W U W W J Q U � I . CMU/METAL CONNECTOR ENGINEERING ST I- - Z ■ O 0 T-0" 6-8" 6'-8" 6'-8" , 6'-2" ,, 5'-5" , 6'-8" r 6'-8" r T "I. 7' NMI 1st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"04" 4'-10" 4'-10" ma 7' 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 IF OPT OPENING INSTALLED NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" 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/ SP1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL LINTEL MAX CLEAR COMMENTS NO. DESCRIPTION SPAN L-1 8F-1-32 16' - 0" GARAGE L-2 8U8 5' - 6" L-3 8U8 3' - 0" L-4 8F-16 6' - 0" L-5 8F-16 9' - 2" L-6 8F-16 7' - 5" REAR PORCH L-7 8F-16 7' - 11" REAR PORCH L-8 8F-16 7' - 8" REAR PORCH L-9 8U8 4' - 0" ELEV B & E U 0 N O E N 0 ti AIL 0 O -0 U) 0 W U) Z_ U) W W Z 0 Z dZ) true, design studios j 1 9000 REGENCY SQUARE BLVD. fl3 W SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 0 O �Q > d rn ryBORHOMN o 0 @ \� a., @ \m\@@@oe @ a O J LL U � Z (D O J O Z 2 U LU w J Q X Uj LU Q > ry z W z O U) O U J O Q � Q Z W O LU LV Q C LL W LL 7 Q This item has been electronically — signed and sealed by Davor Bozic, PE I,— U) on the date and/or time stamp T_ shown using a digital signature. X Printed copies of this document are (� not considered signed and sealed t— O and the signature must be verified Z J by a 3rd Party Certificate Authority O on any electronic copy O Z o � Abbott Park W w 12- Q LOT 035-03-04 w Q U U) PROJECT NO: LU 2023.004322 Q Z DRAWN: EM � W CHKD: DO U- O 0 0 LO OR. 80 �,�, cn LU � : Q Naft 980091O * : _ 07 '0 • = (D :3•• STAT OF ' 44/ Z Z 0 RC� 02-14-2024 z REVISIONS: Q ry No. Description Date W W W Q U O ST=3 Z O CMU/METAL CONNECTOR ENGINEERING 1st LEVEL FRAMING PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" TRUSS FRAMING GENERAL NOTES SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES • DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY BUILDER • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. • REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR TRUSS LABELS & DIMENSIONS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26-0" 161, 13'-4" 1 T-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-9" 20 L.L115 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. LUMBER SIZE SPACING 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 11'-3" 1 T-8" 23'4' 26 -0" 24" 9'-10" 15'-6" 20'-1" 2T-11" 10 L.L./5 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.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 TITEW PT 2x6.......(2) ROWSY4" Q @ 24" O.C. STAGGERED PT 2x8.......(2) ROWSY4" Q @ 16" O.C. STAGGERED PT 2x10.....(2) ROWSY4" Q @ 8" O.C. STAGGERED PT 2x12.....(2) ROWSY4" Q @ 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)'/4' x 4-'/z" LONG #14 WOOD SCREWS PT 2x8...................................(5) '/." x 4 '/2' LONG #14 WOOD SCREWS PT 2x10................................. (7)'/4" x 4-%" LONG #14 WOOD SCREWS PT 2x12.................................(9) Y4' x 4-'/z" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 6. ANGLE & LATERAL BRACES MAY BE OMITTED PROVIDED GABLE TRUSS IS ANCHORED TO MASONRY W/ META12 OR GREATER @ MAX 24" O.C. U 0 r7 rn N 0 d' 0 OAmpo"EX 0 U) Z m LU LU Z Z tdb W true design studios W' 9000 REGENCY SQUARE BLVD. U- SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 O H Q O 11HOMON 0 e­%, t O e J LL Q U � Z C� O J O Z U W LU JW Q LU W Q m ry Z LLJ LU OW I Q O W J Q75 O Z 0 W J o � W � W fy Q ♦— Q LL Q This item has been electronically - signed and sealed by Davor Bozic, PE I` C) on the date and/or time stamp shown using a digital signature. i< Printed copies of this document are 0 not considered signed and sealed �— O and the signature must be verified Z J by a 3rd Party Certificate Authority O O on any electronic copy Z r) ULI LU Abbott Park Z X a W U- CL LOT 035-03-04 W .__! Q U 0 PROJECT NO: Lij 2023.004322 z DRAWN: EM W CHKD', 0 DO IL O 0 0 OR 39 ��� LO Cn J No. 9800 _ �r • ; it - Cn U) : 3 STATE OF ' 44/Z Z -.Fs •.. , • •. • c, �, ,''.,1S Q j0 N A\- ;.�`� ry 02-14-2024 Z REVISIONS. ry No. Description Date LU W W J Q U Cn ST- 3A O � o II CMUIMETAL CONNECTOR ENGINEERING TRUSS TO TOP PLATE, MOISTURE BARRIER UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/ H8 OR H10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO W/ H2.5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM I • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Y2" IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE TY ARCHITECTURAL) ROOF-TO- CONNE( PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS INALL SECTION AT ROOF (COMMON HEEL CONDITION) ( FHIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE I W/ SP1 OR SPT22 OR SDWC15450 8" PARTIALLY GROUTED I EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING 2x_ NO. SPF OR BETTER @ MAX 16" O.C. I I PER STRUCTURAL PLAN, SHEET ST-3 :BOTTOM OR ST-2A (IF APPLICABLE) PLT ANCHOR 1/2" THREADED RODANCHOR W/ MIN 4" I I PROVIDE DOWELS TO MATCH EMBED W/ NUT & WASHER IN SIMPSON I I VERTICAL WALL ACRYLIC -TIE OR EQUIVALENT z REINFORCING W/ MIN 30" LAP ADHESIVE @ MAX 48" O.C. (IF DOWEL IS OMITTED OR I IMPROPERLY INSTALLED, OR I DRILL AND EPDXY DOWEL OFEQUAL 1/2" WEDGE BOLTW/ MIN 4'/�' EMBED W/ I SIZE W/ MIN, 6" WASHER @ MAX 48" O.C. I I EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) a \ f?<7-\7/a 77 77 77 \/\\/\\/\\/\\> /xx/ BOTTOM PLATE ANCHOR NOTES j\\ a a \j\\j\\j • EACH SILL PLATE SHALL HAVE A MIN. \ \ OF (2) BOTTOM PLATE ANCHORS.\\ \\ \\ \\\\\\\ • INSTALL ANCHORS WITHIN 12" OF EACH /\ - ALL D BOLT ANCHOR(BUTTOF SEGMENT OPTIONS I REQUIRE NU AND WASHER, UNLESS NOTED OTHERWISE =NTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION_ (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 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 19/2" 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 Y2" 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 MAE 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. BOND BE AM REINFORCING A 'CORNERS. WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS GENERAL NOTES APPLICABLE TO ALL- 1 - ALL 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 S fUDS 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. 73 U 6 o � g0 c.> N 0 Z APEX W U) W x _Z U 00 W LLI d _Z (D S Wtrue design studios >� POURED CELL w #5 BAR CONT. FROM BEAM TO FOOTING O o J 9000 REGENCY SQUARE BLVD. STEP DOWN TIE -BEAM W SUITE 100, JACKSONVILLE, FL 32211 Z 904.821.5200 rA _O O H Q In \ O' Q0\11, � ' 0, # ix" 0\:'at 'o o° �""'J0710 DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW / WINDOW TO BLOCK LENGTH WINDOW TO BLOCK LENGTH 34" OR 1%4" PER MANUF. 3" 5" 11/' 3%4" 37/16 5" 115/16 33/4" 3 3/4" 6. 2%4" 33/4' TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS'/4" DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6" DIA. @ 24" O.C. STAGGERED OR 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''/4') 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY 1x_ OR�6 OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) O J ILL Q U Z -� iD O J O U W F- W Mill d. Q LUV J W m W W O U) Z O Q Z / LLJ Q U) L1J O w W F— 00 U LL W I Q This item has been electronically - signed and sealed by Davor Bozic, PE 1` U) on the date and/or time stamp shown using a digital signature. X Printed copies of this document are 0 not considered signed and sealed O and the signature must be verified J by a 3rd Party Certificate Authority Z O on any electronic copy O Z p 2 W U I— � Abbott Park ry X n w LL Q LOT 035-03-04 W Q U PROJECT NO: LU 2023.004322 Q Z DRAWN: EM U) W CHKD: 0 DO � 0 0 `OP� O R � Bo' i W ENj N 980 U U) 3. STATE OF : 41 Z A. O R 1 W 02-14-2024 (D Z REVISIONS: Q ry No. Description Date o LU v� W W J Q U U) I— O ST=5 Z O r CMU/METAL CONNECTOR ENGINEERING BOND BEAM REINFORCEMENT w (SEE WALL SECTION) J 0 w FILL SOLID TO BOND BEAM U U) w c U � r 0 8 F -# DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. 8 F-# BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED 8U8 LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 BOND BEAM REINFORCEMENT J (SEE WALL SECTION) 0 LU = FILL SOLID TO BOND BEAM U Cr) w w U LINTEL REINFORCEMENT yo.. o 8 F -1 - #f—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 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 • '[O WOOD FRAME: (2) 0.131" PER MANUFACTURER x 3" NAILS @ EACH STUD, MAX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK / NAILER MAX 24" O.C. �r1� W/ (1) 0.131" x 212" NAIL EACH INTERSECTION • T' CMU w/ PT NAILER: (2) ROWS 3/6 x 23/4" FAPCONS @ 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 • Ti) CMU w/ PT NAILER: (2) ROWS 3/(3' x 2/4" TAPCONS @ MAX 24" O.C. MAX 16" SPAN 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 PROVIDE FLASHING AT WALL INTERSECTION 2x8 SYP PT LEDGER TO BLOCKING W/ (2) ROWS 10d @ 8" O.C. STAGGER 2x8 SYP PT RAFTERS @ 12" O.C. W/ (3) 10d TOE -NAILS TO LEDGER AND (2) 10d TOE -NAILS l BEAM 2x12 SYP PT BEAM W/ (3) 10d TOE -NAILS TO EACH BRACKET PREMANUFACTURED 4x4 STRUCTURAL BRACKET BY BUILDER 8'-1" ABOVE F. F. E. Y TOP OF Ilk GARAGE DOOR 6-1" ABOVE F.F.E. 4'-9" ABOVE F.F. E 2'-9" ABOVE OIL F. F. E. 0'-9" ABOVE F.F.E. Y TOP OF Ilk CURB F.F.E. 2x6 NO.2 SYP CONT. NAILER FASTEN CONTINUOUS NAILERS • TO MIN 3" DEEP SOLID FRAMING WITH (2)'/d' x 4'h" LAGS OR WOOD SCREWS @ MAX 16" • SOLID FILLED MASONRY W/(2) ROWS '/4" x 3" TITEN OR TAPCON @ 12" O.C. STAGGERED 2x4 NO.2 SYP CONT. NAILER UPLIFT CONNECTION PE TYPICAL WALL SECTION s. MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; SHEET ST-1 (PORCH CEILING BOARD) TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) (2) 2x8 SYP BLOCKING W/ (3) 10d TOE -NAILS EACH END. BRACKET TO SUPPORTING MEMBER W/ �4" O GALVANIZED THRU BOLT W/ NUT AND2" SQUARE x1/4" THICK WASHER AT EACH END. COUNTERSINK AS NEEDED T TRELLIS DETAIL AT GARAGE J 2x6xl2 CENTS, CLOF OPENING 4a" DIA. ANCHOR ' 2x4 PT TOP BUCK—J 2x6 PT BUCK EACH SIDE OF OPENING - PROVIDE (5) 48" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5'/z" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '%" x 41s" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL 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 ROOF DECK ROOF TRUSS / OR RAFTER UPLIFT CONNECTION PER / TYPICAL WALL SECTION ti MOISTURE BARRIER BY OTHERS V TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2, SHEET ST-1 PORCH BEAM (PORCH CEILING BOARD) PORCH BEAM TO POST: (1) MSTA24 TYPICAL PORCH SHEATHING DETAIL POST TOSLAB: ABU POST BASE ANCHOR AT MASONRY EXTERIOR WALL OR DTT2Z (THIS DETAIL IS REQUIRED AT ALL COVERED (UNLESS NOTED OTHERWISE) PORCHES UNLESS NOTED OTHERWISE) 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 TOP CHORD/RAFTER TO NAILER W/ MIN (41 8D 2x6 NO.2 SYP DIAGONAL BRACE, — COMMON TOE -NAILS SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY PRE -MANUFACTURED • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE ROOF TRUSS OR 2x4 NO.2 SYP AT 24" O.C. FASTENED TOGETHER WITH (6) 8D COMMON. FASTEN 2x6 NO.2 SYP MAX 4'-0" SHEATH ASSEMBLY FULLY PER STRUCTURAL PANEL SPECIFICATIONS, ST-1, FOR ROOF SHEATHING. FASTEN EACH TRUSS/JOIST TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS. D4 SHED ROOF DETAIL "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) \ ROOF DECK- PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR — FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL (W/ HGAM10) 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. 0 (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > E OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. N #_� II II II II CONTINUOUS LATERAL RESTRAINT r`� 0 0 (CLR). QUANTITY AND LOCATION bPEX A 0DEFINED BY TRUSS SHOP DRAWING. Z_ 0 m APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE SIDE OF WEBS MADE OF MORE THAN ONE PIECE, W DO SO WITH OVERLAPPING LU BRACES LIKE THIS (TYP EVER HERE) Z - Z W true design studios 0 TRUSSES NEEDING BRACING ry0 _ 4- 1 9000 REGENCY SQUARE BLVD. LL SUITE 100, JACKSONVILLE, FL 32211 LATERAL BRACING - MULTIPLE TRUSSES Z 904.821.5200 O 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 Q CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. a 11HOMON' 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). O 5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. U Q �p �� �� aye �@ant: ? � ^ 0 \4 4� a \a JIAX _L6" MAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBEfl SPECIFIED ALTERNATE BRACING SIZE CAR T OR L SCAB 2x4 2x4 1 ROW 2 ROWS 2x4 2x6 (1)2x4 (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' v LL Q C) Z O J O L-BRACE FASTENED TO = WEB W/ 10d AT 6" O.C. U SINGLE TRUSS BRACING W H 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LU RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN W U) SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. Q WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR X W 'IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. REQUIRED, APPLY (1) BRACE }W co �IAX =" MAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND GRADE AS WEB TO BE BRACED. m 7 W WEB BRACING DETAIL Q U) O VERTICAL BARS TO EXTEND TO W < O TOP OF WALL AS SHOWN. MIN 6" Q > BEND INTO BOND BEAM Z W Q TOP OF WALL t---�------------------- O J W F- Q U Tom LL LU LL 2 This item has been electronically Q signed and sealed by Davor Bozic, PE ti on the date al.d/or time stamp shown using a digital signature. x Printed copies of this document are (D not considered signed and sealed O and the signature must be verified J by a 3rd Party Certificate Authority Z — —J—-------- ---- O on any electronic copy O Z 0 2 W I Abbott Park I I X a. PRECAST LINTEL SEE W LL SEE PLA PLAN Q LOT 035-03-04 W J EXTEND REINFORCING TO END U OF PIER W/ 6" BEND TO LAP U) WALL REINFORCING AS p SHOWN. W I PROJECT NO: 2x4 SYP OUTRIGGER ( 24" O.C. Q CLIP TO GABLE TOP C DRD WITH MIN (2) SOLID FILLED & 2023.004322 Z (1) H2.5T w/ (10) 8d x 1- REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO DRAWN: 0 2x4 NO.2 SYP BLOCKY ;BETWEEN 0 GARAGE DOOR OPENINGS. EM OUTLOOKERS. FASTE EACH W BLOCK TO ROOF DEC JVITH 8d COMMON @ 3" O.C. NO.5 VERT. BAR IN FILLED CHKD: DO o CELL AT EACH END OF PIER O GABLE TRUSS NO. 5 DOWEL TO MATCH EACH CD SOLID FILLED & REINFORCED ���111��� LO CELL EXTENDING FROM FOOTING OR• Bp�/i� P` I — WALL SHEATHING PEF LAN TO LAP WALL REINFORCING ���O C i� W W/ MIN 30" LAP UNLESS NOTED `�� .,•�\G E N 5�..• ��� J OTHERWISE ON DOWEL & LINTEL 98000 Q PLACEMENT PLAN. MIN 6" BEND U L OR T BRACE VERTIC _ * ••. * (n REINFORCEMENT PEF AT BOTTOM. _ _ TRUSS ENGINEERING -p Ur CONCRETE FOUNDATION �••,• STATE OF :4tl Z WORK PER PLAN ii�'n�•:c� O R 1 P'••N���, MOISTURE BARRIER r ALL BE TOP OF FINISH ��� s •'•.% Q PROVIDED BETWEEN 8,SONRY FLOOR SLAB ���NA; `` AND ALL UNTREATED JMBER GABLE TRUSS TO BOf ) BEAM W/ META20 @ 48" O.C. Wi IIN (7) 10d x 1 Y2" / 02-14-2024 Z (NOTE: IF META20 IS II 'ROPERLY / INSTALLED, ATTACH i USS TO BOND \ \ REVISIONS: Q BEAM W/ HGAM10) \ \ \ CK No. Description Date 0 ------------ / / / W U) W 2 W GARAGE SHEAR PIER O ST=6 Z O CMUIMETAL CONNECTOR ENGINEERING