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HomeMy WebLinkAbout38358 Tea Rose AveDRAWING INDEX ARCHITECTURAL NO. ISHEET NAME -SHEET AOOO GENERAL NOTES A110 -ARCHITECTURAL 1st LEVEL FLOOR PLAN A200 ELEVATIONS - A A400 WALL SECTIONS A500 DETAILS A501 DETAILS STRUCTURAL SHEET NO. ISHEET NAME ST-1 STRUCTURAL SPECIFICATIONS ST-2 FOUNDATION PLAN ST-2.D FOUNDATION DETAILS ST-3 1st LEVEL STRUCTURAL PLAN ST-3A 1st LEVEL FRAMING PLAN ST-5 TYPICAL WALL SECTIONS ST-6 SECTIONS AND DETAILS F —ST-7 ISECTIONS AND DETAILS DR HORTON A4DB DELRAY ELEVATION A Abbott Park, ELECTRICAL SHEET NO. ISHEET NAME E100 I 1st LEVEL ELECTRICAL PLAN LOT 026-03-04 PC 931( 3e i10 eol-RCL<P, Acute - r\ No(4OnF\ ��(� 1=aw(y Z��i i� BUILDING CODE SUMMARY THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES FL BUILDING CODE - RESIDENTIAL: 2023 FL BUILDING CODE- FUEL GAS: 2023 FL BUILDING CODE - PLUMBING: 2023 NATIONAL ELECTRIC CODE., 2020 FL BUILDING CODE - MECHANICAL: 2023 FL FIRE PREVENTION CODE: 2023 FL BUILDING CODE - ENERGY CONSERVATION: 2023 OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB WIND ZONE; SEE ST-1 SPRINKLED: NO ZONING CODE: PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35' AREAS VOLUMES Grand total 18982 CF ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES (D C:) C14 LO C) 0-) co I U_ Lli 0 UO W :D U) M W fLr U) 0 z W (D W W CO C:) ti O z U) W W z U) D W W z 3 z W 0 -1 LL z 0 0 n 0� 0 0 ry 0 1 LL 0 z (D 0 1 0 z r C) W X W M 0 W z 3: 0 W z U) :D 0 F— C) U_ U) (D 0 _j 0 0 W X EON 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 RHOMON' 41 zetert 'Oo" 4 I�N cn < W 0� z W W 0 U) < 0 > Q WI W LLJ W ry LL This4t. been electronically signed and sealed by Jeffery P Arneson, PE on the date and/or time stamp shown using a digitalsignature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy PROJECT NO: Abbott Park LOT 026-03-04 2023.004336 DRAWN: EM CHID: DO %0%1111111P111111 V N 5,8544 F 4U .0 v\' A 02-15-2024 REVISIONS: No. Description Date Footer Re -Bar (sized a according to foundation plan) d _ #4 awg CU bare w/ 10 stubbed outside of slab at service Q location. Connect to footer steel LO w/ (2) ground clamps 5' apart A UFER GROUND DETAIL N.T.S. ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2" AMP SERVICE Conduit. A/C DISCONNECT METER MAIN DISC. #12 COPPER OR E - #1 ALMN M / P. PPIA CLAD ALUMINUM TQADGI 150 OR 200 AMP TYPICAL #14 COPPER OR #12 ALUMINUM / COPPER - ELECTRICAL CLAD ALUMINUM TO LIGHTS AND OUTLETS PANEL #10 COPPER OR #8 ALUMINUM / COPPER- CLAD ALUMINUM TO WATER HEATER UNDGND #8 COPPER O #6 ALUMINUM / COPPER- SERV. BY CLAD ALUMIN�M TO RANGE POWER CO. #6COPPER OR #6 ALUMINUM / COPPER - CLAD ALUMINUM TO HVAC N.T.S. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH B) BONDED TO CONTINUOUS FOOTING STEEL INTERSYSTEM BONDING TERMINATION PER NEC 250.94 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY GENERAL ELECTRICAL NOTES ALL ELECTRICAL DESIGN AND WORK SHALL BE 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 1S 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. AL L L L 15A & 20A 1'5V RECEPTACLES LISTED SHALL BE 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 FIXTURES LAMPS SHALL BE HIGH EFFICACY AND SHALL COMPLY WITH RESIDENTIAL CODE R404.1. • PER RESIDENTIAL CODE M1305.1 A LEVEL WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY APPLIANCE • PER NEC SECTION R230.67 ALL SERVICES SUPPLYING DWELLING UNITS ARE REQUIRED TO BE PROVIDED WITH A TYPE 1 OR TYPE 2 SURGE -PROTECTIVE DEVICE. • EACH DWELLING UNIT SHALL BE DESIGNED WITH PROVISION FOR FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT IN ACCORDANCE WITH RESIDENTIAL CODES RF103,1 AND RF103.3. ABBREVIATIONS LEGEND ROOF NOTES • INSTALL ROOF VENTING PER MFR WRITTEN ABV ABOVE INSTRUCTIONS PER RESIDENTIAL CODE R806 AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR • ALL OVERHANG DIMENSIONS ARE TO EDGE OF AHU AIR HANDLER UNIT RAFTER. REFERENCE WALL SECTIONS/DETAILS BLK BLOCK FOR ALL OVERHANGS NOT DIMENSIONED. CABS CABINETS CLG CEILING a ALL UNDERLAYMENT MUST BE INSTALLED IN HR CHAIR RAIL COMPLIANCE WITH RESIDENTIAL CODE R905.1.1 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 O G 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 • 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 M1R MIRROR: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES Q MTL METAL OF CEILING OH OVERHEAD *144 SQ. IN. = 1 SQ. FT. OPNG' OPENING BLDG. CEILING (SF) x 144 = BLDG (SO. IN.) OPT OPTIONAL BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED R & S CLOTHES ROD and SHELF SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50% REF REFRIGERATOR AT LOW: SD SOAP DISH PER RESIDENTIAL CODE SECTION R806.2: 40% MIN, SDLTS SIDE LIGHTS BUT NOT MORE THAN 50% OF VENTILATION MUST BE SGD SLIDING GLASSDOOR PROVIDED BY VENTILATORS LOCATED NO MORE THAN SH (2) SHELVES (QUANTITY) T-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 TEMPTEMPERED 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 WNCT WAINSCOT CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL NOT INCLUDE NON -VENTED FIRE RATED SOFFIT WS WATER SOFTENER LOCATED LESS THAN 5' FROM PROPERTY LINE WASH WASHER EXTERIOR ELEVATION GENERAL NOTES • FRONT ELEVATIONS BANDING, MOLDING, COLUMNS AND TRIM SHALL RECEIVE A SAND FINISH. SEE ELEVATION O FOR DEPTH R RAISED O S BANDING • SIDE AND REAR ELEVATIONS BANDING AROUND WINDOWS AND DOORS MAY BE OPTIONAL PER COMMUNITY SPECS - SEE COMMUNITY SPECIFICATIONS OR CONSULT THE CONSTRUCTION MANAGER. ALL BANDING SHALL RECEIVE A SAND FINISH • ROOF COVERING SEE COMMUNITY PECI ICATIO -CONSULT S F NS ORTHE E 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 1 GAGE STAPLE SPACED NOT MORE THAN 6 N HES (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 WIT H HAN 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 INTO SLEEPING AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, INSULATED STEEL OR 20 MIN, FIRE RATED DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS. ALL DUCTS IN THE GARAGE OR PENETRATING THE WALL OR CEILING SEPARATING THE GARAGE AND DWELLING SHALL BE CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE • PER 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 VEHICLES R OTHER O O E 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 R312.13 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW O PASSAGE F A S 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 AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, SHALL BE CONSIDERED A HAZARDOUS LOCATION. G.C. TO VERIFY IF HOMEOWNER SELECTS ANY OF THESE ITEMS LISTED. IF ANY OF THESE ITEMS LISTED IS INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS TO BE TEMPERED • PER 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 i� o PEA co o p) C CV N co J ILL L Q J a) J true design studios } Z O 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 a 0' co 0 r � 11HOMON" A, a. �. \. .F 3 a \ �a a a ILLI C� 0 } U Z W W 0 0 O It ti O vJ z W (1)co Q - W W Z_ �W^^ C0 CYl � �- W W O Z Z W a W W o o LLJ W O Li LL �- Z This <tebeen electronically o signed and sealed by Jeffery P Z Arneson, PE on the date and/or time Q Q stamp shown using a digital signature. Q Printed copies of this document are not considered signed and sealed and W W O the signature must be verified by a Z 0- 3rd Party Certificate Authority on any W_ electronic copy O LL Abbott Park J O U l LOT 026-03-04 0 Q W 1-- U Q Z_ Z (D (D PROJECT NO: W O W2023.004336 O u- Z DRAWN: 0 v EM o WCHKD: LO X DO W W W d J Q Q U Q ,`( P ACf) < �. Z Z m N 58544 W °A ��' Q Z- -1:ct �P S E Q Z }}}}}} (!) Q 0 02- 5-2024 0 0 W U REVISIONS: Q No. Description Date 1-- W U) J U' W' O O0 O U � W F- X W AOOO 0- Q 00 70'-0" 10 01 9'-4" J 59'-10" 10" 1'4' 8''-0" 21'-2" 5'-0" 1 V-2" 2'-4 1/2" 5'-3 1/2" 10" 2'4" 1 V-8" 9'-2" 2646" 25'-2" 3052 SH 3052 SH EGRESS HB 8' - 0" H.H. 8'- 0" H.H. _ ----------- .�-_ --- 140-- N 3 SHS 180 — -o 223 M co PANTRY = `' C _ ao 143 9'-4" CLG - i� `�: i � iv w = ---- zo _ oo rn D IoZi �1 I� 0z31 =_ �I N o ' I { KITCHEN N ry % °6 i o Ly) °°. - a 9'-4" CLG , = _. "BATH i 101 rn 1 2'-8" 2'-4" BEDROOM 3 2 i BEDROOM 2 bo N= I I DINING 130 142 FF 9 -4 CLG 1 it 9.4 CLG F FF 9 -4 CLG _� co E rr o0 9'-4" CLG I 3 SHS = 0 3 SHS = r 101 I N I19 I I, — oo --- _F j 1668 / 21068 166$ L _ - F F 108 °° = 00 Fn �t OUTDOOR. `� i o `� 9'-4" CLG o Fn 0 r LIVING L) _ 4f� N I I 9'-4" CLG 102 �? 105 F I 1 12'-4" T-5" 4'-3" 2'-2" 1 V-2" 2'-4" 11 1FE I T-0" 4'-6",- 6-0" I { a I ool _ v�i a I I - co I FOYER ENTRY o - _ 00 1I u � o w j j _ ICI 9'-4" CLG 1 FI 9 -4 CLG I�I _ o? I { °° r? 6'-10'F 8„ 6, 4„ 8" I I � - 9'-2" iv I I E B I I EAT ROOM GREAT — 105 ---- / N E , I I 9`-4" CLG - - ao r- = CN p . c� CV N a7 rh BFrF 8, 8FF _ r 101 --------------- I I ' 9 4'-10" 3'-6" o0 162-- 8'-$" 8'-2" 9'-4" CLG ! 0 pe LAUNDRY 2s6s j a 21068 9'-4" CLG,-- 0 MECH = ' j _ 8 1 /2" 163 F FF o �9 -4 CLG _ \ `� T-91/2" 3F_2„ 21'-0" `0 N WHU I I L__j 21068 = LO I I cv 1S&1R9 I o I �WIC f IT `� GARAGE ! bLn I 9'-4" CLG V -1 ---LO L L� 9'-4" CLG � LU Of _ w = _ WH 1160 1 ------- = 21068 BATH 1 N - BEDROOM 1 I 9'-4" CLG m Co 9'-4" CLG _ N co I I 00 BEDROOM 4 161 I >, 0 9'-4" CLG II I N \ II � cv VERIFY AC COND 00 21068 21068 125 rE _ bo LOCATION 101 SITE PLAN WIC9120 - '-4" CLG � 127r1S&1R r —------------_ -------- 9 -4 CLG 36 x60 all HIM 111�1 11 l�illillililll=lllllllll�TT7�lill� 111 13 --- --------- -- ------- - - 7T711 I I 111 1111 11111 ----- --- ---- 3010 FX 3052 SH EGRESS Hg 8' - 0" H. H. $' 0" H.H. VERIFY AC COND I LOCATION I I W/ SITE PLAN 31'-10" 1 V-4" 26-10" 17'-8" 5'-8" 5'-10 112" 5-3 1/2" 1 V-4" 2'-8" 21'-6" 70'-0" 1st LEVEL FLOOR PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" FLOOR PLAN KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 100 - PROVIDE FURRING AS NEEDED 101- 2x6 WALL 102- DOUBLE WALL (2-2x4 U.N.O.) 103 - 42" HIGH HALF WALL WITH CAP' 104 - DOOR HEIGHT DIFFERS (RE: COMMUNITY/BLDR SPECS) 105 - INTERIOR FLAT HEADER at 8' U.N.O. (SEE PLANS FOR WIDTH) 106 - INTERIOR ARCHED HEADER (from T-4" to 8') (SEE PLANS FOR WIDTH) 107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, 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 '/a' 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 N 00 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 RHOMON' tv Z W .J z W w ow o W 0 J W W W t� This it been electronically signed and sealed by Jeffery P Arneson, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy PROJECT NO: Abbott Park LOT 026-03-04 2023.004336 DRAWN: EM CHKD: DO � �c�cr�€rlfrrrr `�`1 .�CfE•f' 0 5544 : -3 S E : 4u 02-15-2024 REVISIONS: No. Description Date A110 LL 12 5 1 LEVEL st L -- BRG BRG 1st LEVEL B _ q 1st LEVEL FIFE T L FFE 1st LEVE LEFT ELEVATION - A 1/8" = 1' 0" WHEN PRINTED ON 22"x34" 1 DECO DRAIN TILES A200 1 1/2" = V-0" WHEN PRINTED ON 22"x34" ROOF VENTILATION Area HIGH LOW VENT # VENT RATIO PROP HIGH LINEAL FT PROP LOW 2738 SF 657 in 1 657 ins 1 4 144 576 160 1470.4 (T YP) ROOF PLAN — ELEV A 1/8" = V-0" WHEN PRINTED ON 22"x34" 12 5 1st LEVEL BRG 1st LEVEL FIFE s - 0' 0 RIGHT ELEVATION - A 1/8 1'-0" WHEN PRINTED ON 22"x34" 1st LEVEL BRG 1st LEVEL moFIFE o' - o,,------ -_ 1stLEVEL BRG -- -9_4„ El F 220 REAR ELEVATION - A 1/8" = 1'-0" WHEN PRINTED ON 22"04" FRONT ELEVATION - A 1/4" = V-0" WHEN PRINTED ON 22"x34" st LEVEL FFE ( o„- 3068 w/ 3010— TRANSOM ABV 1st LEVEL BRG 9 4 1st LEVEL FIFE ELEVATION KEY NOTES (SEE SHEET A000 FOR GENERAL NOTES) 200 - CONCRETE TILE ROOF 201 - SHINGLE ROOF 202 - TAMKO OFF RIDGE VENT 203 - LOMANCO ROOF VENT 204 - MILLENNIUM ROOF VENT 220 - FOUNDATION WALL FINISH LINE W/STUCCO) PARGE COAT 221 - CEMENT PLASTER FINISH - OVER CONCRETE MASONRY SHALL BE 1/2" THICK TEXTURED PER COMMUNITY SPECIFICATIONS SEE GENERAL NOTES A000 FOR SPECIFICATIONS 222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER BACK WIRE LATH OVER HOUSE WRAP OVER EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE FURRED OUT FROM BACKING FROM AN APPROVE METHOD IN ACCORDANCE WITH RESIDENTIAL CODE R703.7 SEE GENERAL NOTES A000 FOR SPECIFICATIONS 223 - FIBER CEMENT LAP SIDING 224 - FIBER CEMENT SHAKE SIDING 225 - FIBER CEMENT BOARD & BATTEN SIDING 226- SYNTHETIC STONE VENEER 227 - STONE LEDGE 228 - BRICK VENEER 229 - FOAM CAP 240 - EXTERIOR DOOR SIZE PER FLOOR PLAN 259 - 2"x TRIM —SIZE AS NOTED 260 - CV BAND - SIZE AS NOTED - 1" PROJ U.N.O. 261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O_ 262 1"x TRIM - SIZE AS NOTED 263 - DECORATIVE SHUTTER - SIZE AS NOTED 264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT 265 - DECORATIVE LOUVER - SIZE AS NOTED 266 - 4" DECORATIVE DRAIN TILES 267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND COLOR IS DETERMINED BY THE BUILDER'S SPECS 280 EXTERIOR WALL MOUNTED LIGHT FIXTURE. OF LIGHT TO BE 6`-01.A.F_F. U.N.O. u o 0 o 0 C\IAPEX -C 0000 O T N N m J W true design studios td -6 N J z 0 9000 REGENCY SQUARE BLVD. (� SUITE 100, JACKSONVILLE, FL 32211 Q O O Cn co D#IH090N'� J * � p M W LL C� U Z W eD W 0 0 O Cif LO 0 Q W OC W J z U W m Uj 0 crr W W W z z m W o Q W W 0 ry W W 2 O J I IX LL Z This ite been electronically O signed and sealed by Jeffery P Z Arneson, PE on the date and/or time O Q stamp shown using a digital signature. Q Printed copies of this document are Wnot considered signed and sealed and W O the signature must be verified by a 0— 3rd Party Certificate Authority on any i electronic copy ry O s2 U 0 Abbott Park Q O U LOT 026-03-04 0 <C W 0 Q z_ z 0 (D PROJECT NO: W 1 2023.004336 0 O LL Z DRAWN: O U EM o UJ CHKD: LO F- D O On X — W W a- --I Q Q � xt#alp## '# U X r P ! s'f� Q®` ... v 0 58544 z W Q w13 E F W '' •. Cn Z�##s{°� cn < p 0 5-2024 p W U REVISIONS: U- No. Description date w J <C >- U C? cn O H JO z z 0 2 0 W E-- W A200 a_ Q INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING VARIES (RE- 12 ELEVATION) F INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD �oOF PLAN) TRUSSES (RE: STRUCTURAL) I 2x4 BLOCKING at 24" OC (AS NEEDED) METAL DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1193 FIBER CEMENT OR VINYL LAP SIDING (RE: BUILDER SPECS) INSTALLED PER RESIDENTIAL CODE AND MFR INSTALLATION INSTRUCTIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) IrL INSULATION PER CODE awar '2" MINIMUM SAG RESISTANTCEILING GYP BRD PER RESIDENTIAL CODE TABLE R702.3.5 POURED BOND BEAM (RE: STRUCTURAL) I - CAST LINTEL (RE: STRUCTURAL) �- _ r--Ooo Q0 m �, a � � d a �d NOTE RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX - 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR 0'-0" a INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 :III- FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION ill = 11_011 INSULATION BAFFLE BETWEEN TRUSSES INSTALLED PER MFR WRITTEN SPECS FIBERGLASS SHINGLE ROOFING INSTALLED PER MFR SPECS OVER VARIES (RE: WD SHTHG OVER PRE-ENG WD *__�POF PLAN) TRUSSES (RE: STRUCTURAL) I 2x4 BLOCKING at 24" OC (AS NEEDED) METAL DRIP OVER 1x2 DRIP EDGE OVER 2x6 FASCIA W/ ALUMINUM WRAP VENTED SOFFIT INSTALLED PER MFR WRITTEN SPECIFICATIONS NOTE: INSTALL PORTLAND CEMENT BASE PLASTER IN ACCORDANCE WITH ASTM 926 AND ASTM C 1063 NOTE: INSTALL ALL VINYL CV ACCESSORIES PER MFR WRITTEN SPECIFICATIONS %-' THICK STUCCO FINISH — TEXTURED PER COMMUNITY SPECIFICATIONS STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE)(TYP ALL SIDES) VARIES (RE: 12 ELEVATION) INSULATION PER CODE w4v )/2" MINIMUM SAG RESISTANT $V'w++w++�� ILING r BRD PER `®+®+++���RESIDENTIAL CODE TABLE R702.3.5 NOTE: RE: FLOOR PLAN (SH A110/A120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA 1/2" GYP BRD OVER ALUMINUM FOIL INSULATION W/ 1x2 TREATED FURRING STRIPS at 24" O.C. MAX 1x TREATED FURRING TYP at TOP & BOT OF BLOCK WALL MAIN FIN FLR rk, 0'-0" z °- q Q . INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 a FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) TYP ONE-STORY WALL SECTION SCALE: 1" = 1'-0" 0 0 CD CD tVAlm "010" E 00 a) o C rn N M J LL W tdb J N _I true design studios z O 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Cn O e— W W 11HOMON" tia e 0 A e AA i + a W ? Q C Cl) U Z W C7 W W 0 0 0 m r` ~ < U) W W ( - W W Z -�■� Z W LU O U) m— W W W 0 Q W �u o oZ. W W 0 W W O _j ILL V.. - Z This ite been electronically 0 signed and sealed by Jeffery P z Arneson, PE on the date and/or time O 17— Q stamp shown using a digital signature. Q Printed copies of this document are W not considered signed and sealed and � O the signature must be verified by a IL 3rd Party Certificate Authority on any z W electronic copy W 0 a LL 0 Abbott Park Q 0 U U_ LOT 026-03-04 Cl) W U Q z z PROJECT NO: U) ° 0 2023.004336 O u- Z DRAWN; 0 U EM o UJ CHKD: to DO X W W J U�titi���A,igt¢t „"�� CC' m ,•�~ z 4�r o 55544 �» W z [r C .p F Uj A-+z z filly}1 p 02-15-2024 p F— W REVISIONS: Q No. Description Date w J co 0 H O O c) a W F- X W A400 Q N ROOF CEMEN "L" FLASHING VALLEY SHINGLE INSTA, -LATION: INSTALL SHINGLES USING 'WEAVE 'METHOD. 1. EXTEND (1) FULL END SHINGLE MIN 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6'" MIN FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVE CODE APPROVED UNDERLAYMENT OVER ROOF SHTHG OVER PRE-ENG WD TRUSSES (RE: STRUCT) 24" WIDE METAL VALLEY FLASHING OVER CODE APPROVED UNDERILAYMENT VALLEY FLASHING SCALE- N.T.S. WALL SHEATHING FIBER CEMENT SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN 5 X 5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING SCALE: N.T.S. 1. FOLD INWARD at PT. A 1. FOLD INWARD at PT. A 2. CREASE at PT. B (N FOLD-,, FOLD-, at 4 (D 1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. Cps 4. FOLD PT. C OVER PT. B UNTIL PT. C TOUCHES BOTTOM FLANGE (D BOTTOM )LANCE WALL KICKOUT FLASHING 1. FOLD INWARD at PT. A 2. CREASE at PT. B 3. CREASE at PT. C FOLD at 77' WATER TIGHT SEAL. FOLD, DO NOT CUT 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. CUT OPENING IN APPROVED HOUSEW FOR BOX INSTALLATI WRB LAYER #1, STUC WRAP WOOD SHEATHING STEP #1 APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D'FELT-PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 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 WRB LAYER #1, STUCCO WRAP APPLY 60 MIN GRADE� 'D'FELT OVER SELF - ADHERING FLASHING C:) OVER APPROVED - I I HOUSEWRAP WRB LAYER #2,_� FORTIFIBER BLDG PAPER 01 STEP #4 STEP #6 SELF - AD HERING MEMBRANE FLASHING ELASTOMERIC COATING OVER CEMENT FINISH (SEE TYP WALL SECTION) METAL LATH ELECTRICAL RECEPTACLE SCALE: N.T.S. -f- -T 1 I 2x SUB -BAN 6W11/2"X? NOTCH ------ ----- @ END, WRAPPED IN PEEL & - STICK �-7 DRIP EDGE 1/8' 7t,"TEXTURED 8 FINISH @ WO 112 TEXTURED 109 J FINISH @ CMU A W FROM '1�" 11 META AP METAL CA CEMENT �FTJC�ISH, FR\6M LL WOOD �/ LL EXTERIOR WALL _jFRAME OR CMU) NOTE: NOTCH FOR 2x6 SUB ROOF KICK OUT BAND ONLY REMOVED FOR CLARITY ROOF DECK (BEYOND) DGE V FF WALL SUB BAND DETAIL (�)ELEVATIQN PRE-ENG'D TRUSS TO BE CUT @ WALL INLET TO AVOID CONTACT W/ TEXTURED FINISH 2"x4"x4'-0" SCABBED TO TRUSS W/12d " " , N(NOT INTO CEMENT FINISH) 3-COAT PLASTER >-- 2x6 SUB -BAND W/1"x4" NOTCH @ END, WRAPPED IN PEEL & STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB -BAND 2" OFF WOOD WALL NAILS 6 -8 O.C. MAX METAL FASCIA WRAP 2x SUB -BAND W/1 � "X4" NOTCH @ END METAL WRAP FASCIA DRIP EDGE EXTERIOR WALL (FRAME OR CMU) WALL 2x6 SUB BAND PLAN B + + = FELT PAPER + DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1/2"X? NOTCH @ END, WRAPPED IN PEEL& STICK 'ROOF CEMENT @ ROOF EDGE OMITTED FOR SUB BAND DETAIL (d)- WALL CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS METAL FLASHING, WRAPPED MIN 4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/112"x? NOTCH @ END, 7t8" TEXTURED FINISH @ WOOD WRAPPED IN PEEL & STICK METAL LATH -ROOF CEMENT @ ROOF EDGE OMITTED FOR WOOD SHEATHING CLARITY WRB LAYER#1, STUCCO WRAP SUB BAND DETAIL (C-b- WALL W/ KICK -OUT WRB LAYER #2, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT N.T. 0 C) lk Ar 0 N r_ L0 Cn A EA 00 C:) co _j LL t'd _j tru* design studios a) > z 0 0 4 9000 REGENCY SQUARE BLVD. \_1 C) SUITE 100, JACKSONVILLE, FL32211 < 0 C) V_ W (D U) HH0190N Ot i 0 p p% p P. ig­ # H 11 1 > mew _J W W < Z) 0 z W (D UJ W C:) C) C:) M r-L Nr U') d V.1 z (5C' - (D W z J z LU W 0 (n 00 X W W < 0 z 0 > W LLJ W < W W 0 W W 0 i LL X LL z This <t- been electronically 0 signed and sealed by Jeffery P z Arneson, PE on the date and/or time 0 stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and 0 the signature must be verified by a iW 3rd Party Certificate Authority on any z IY electronic copy 0 C) < ILL 0 Q Abbott Park 11� 0 0 _j U) LL LOT 026-03-04 LLJ b < z z (D >_ (D PROJECT NO: (D LL] 0 2023.004336 0 U_ Z DRAWN: 0 0 EM .1C:)p, W CHILD: L0 DO rrn x UJI W CL _j < < x % < P A 101� .......... _'_ Q "I (D GEN z 58 0 W z E OF 0 LL] < z A z U) 0 1) 02-15-2024 LL] �z (D C) REVISIONS: LLI _117 < ILL. LLI No. Description, Date I-_ U) _j < 0 0 CD 0 1.— 0 0 z z a: 0 0 0 W X ILLI A50.0 n < 't�'i5 S-4D .�a4"ate 0 C:) lC) P A CNI 00 4 (1) CD n CY) . y CV - C14 4 00 J LL W ___I N J true design sties Z 0 9000 REGENCY SQUARE BLVD. (> SUITE 100, JACKSONVILLE, FL 32211 Q C. C) tB3' z DsHOMN" 0 f ELECTRIC METER ELECTRIC METER 1 FIELD VERIFY LOCATION �y �, FIELD VERIFY ��, LOCATION 00 �� a PRE -FORMED CONTROL APPLY STUCCO SCRATCH COAT AND ONE (1) 5/8" CEMENT PLASTER I W JOINT W! STRIP LATH � LAYER OF PAINT PRIOR TO INSTALLING. ELECTRIC 12" WIDE SELF-ADHESIVE METER < Q FLASHING CENTERED —4a : �- x • - CONTROLJOINT (CLEAN DER CAVITYTOBE FILLED' Y rn MASONRY BEFORE APPLYING) WITH RIGID POLYMERIC l ISOCYANOTE-POLYBLEN �. l FOAM ("GREAT STUFF" OR :• � ; ' � � SIMILAR) Z ,.. / W APPLY A SILICON BASE STUCCO FINISH SEALANT AT POINT THAT W W_ -. • �; ELEC WIRE PENETRATES 5/8" CEMENT PLASTER / C� 6" SELF ADHESIVE p 12" WIDE SELF-ADHESIVE � ` OVER TOP & SIDES FLASHING CENTERED UNDER CONTROL JOINT (CLEAN \ SELF FLASHING • d • MASONRY BEFORE APPLYING) / UNIT L0 SCRATCH COAT LA r� • PRE -FORMED CONTROL ~ co ;> .. LARGER I � a JOINT W/ STRIP LATH THAN THE ELECTRIC RG O W PREMANUF, METER CAN OR METER Z x ~ \ DRYER VENT CAP CAN COMBO OR METER U) (SET IN CONT. AREA TO RECEIVE CAN AND DISCONNECT W 8 CMU �. SEALANT _ Z x ) STUCCO SCRATCH COAT � z W t. SEALANT at & 1 COAT OF PAINT W/ TOP & SIDES BACK -ROLL PRIOR TO m W O ELECTRIC METER INSTALLATION W Q Lla W O Z — CONTROL JOINT - HORIZ - CMU CONTROL JOINT - VERTICAL - CMU DRYER VENT (BLOCK) ELECTRICAL CONDUIT PENETRATION W m W o SCALE: N.T.S. < J W W SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S, o W W �s g c?a Y - k LL � fy � c- . r WOOD CONST BEYOND Z This ite been electronically FIBER CEMENT OR VINYL LAP SIDING CI signed and sealed by Jeffery P Z (RE: BUILDER SPECS) INSTALLED PER �. Arneson, PE on the date and/or time 0 WOOL? SHEATHING Q stamp shown using a digital signature. 0 RESIDENTIAL CODE AND MFR Printed copies WEATHER RESISTIVE p' of this document are 6" SELF -ADHERING FINISH COATING OVER PRIMED INSTALLATION INSTRUCTIONS not considered signed ned and sealed and W FLASHING BARRIER #1 +{{- O the c g I:b THREE COAT STUCCO FINISH EXTEND HOUSEWRAP signature must be verified by aCL Z WEATHER RESISTIVE WEATHER RESISTIVE (s" NOM) OVER GALV MTL LATH OVER NAILING FLANGE 3rd Party Certificate Authority on any WD SHEATHING electronic copy OVER 15# FELT OVER APPROVED VINYL ANGLED BARRIER #1 BARRIER #2 O d CASING BEAD WEATHER RESISTIVE Q \ (RE: STRUCT) �) HOUSEWRAP WD SHEATHING U BARRIER #2 � \ 5/16" X 7 1/4"' LAP " (RE: STRUCT) - < !L (AM66-ANGLED-1250) FASTEN TO WD STRUCTURAL I` W SIDING W/ 6 REVEAL MEMBER at 7" O.C. MAX - MTL DRIP FLASHING W/ Abbott Park _I — STARTER STRIP " TO "MID -WALL - HEMMED EDGE SET IN CONT Q r 2 1 /2"' 8 s BEAD OF SEALANT I { O U - 1 e WEEP SCREED J (n ' CORNER BEAD DO NOT CAULK OR TRIM RE: ELEVATION LL - ' 8' CMU �� E I .: ( } LOT 026 03 04 (FASTENER & 6" SELF -ADHERING SEAL OPENING _ Z Q Q zQ SPACING at 7"O.C.) FLASHING EXTEND 12" SELF -ADHERING U Q GALV'D METAL MEMBRANE FLASHING OVER } a GALV'D METAL "Z" WINDOW FLANGE SET 1N CONT Z Z u J "Z" FLASHING : FLASHING 6" WIDE STRIP SELF ADHESIVE BEAD OF SEALANT — (� W � u, FLASHING, CLEAN MASONRY }- -- Q > _ DO NOT CAULK OR 1 1/4" X 6" SIMULATED ' BEFORE APPLYING VINYL FLANGE CASING BEAD ( PROJECT rvo; W SEAL OPENING INSTALLED PER MFR Q WOOD TRIM. MEMBER Q r° 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) J 2023.004336 STUCCO TEXTURED PER COMMUNITY 0 LL CMU 1 1/4" X 6" SIMULATED ` ' *;: 1/2" (MIN) STUCCO FINISH Z DRAWN: CASING BEAD SPECIFICATIONS TEXTURED PER COMMUNITY = EM VINYL CASING WOOD TRIM MEMBER �/ .. BEAD (AM66-1250) 1/2" (MIN) STUCCO FINISH r SPECIFICATIONS W CNKD: C TEXTURED PER COMMUNITYSEAL 1/2" (MIN) TEXTURED SPECIFICATIONS �' OR APPROVE/D SEALANT / { W W Ja FINISH at MASONRY f� STUCCO SIDING STUCCO CASING BEAD W -j Q Q ��tt>�tllr�tt,� U RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION FRAME TO BLOCK ,�`' P AQ4,f,,,� SCALE. N.T.S. SCALE: N.T.S. FRAME TO BLOCK SCALE: N.T.S. >- �• , �.• '� «8 z SCALE: N.T.S. m 58544 Z - .40 Llj SELF ADHESIVE -OR- FLUID Q • A�-���� Z 1/2' MIN STUCCO _ 1 CMU WALL W/ CMU WALL W/ Z ♦Xiftitt r (MIN) APPLIED PAN FLASHING (CLEAN, STUCCO FINISH CMU LINTEL ":: 1/2" MIN STUCCO FINISH FINISH TEXTURED :< s (MIN) <C r4 MASONRY BEFORE APPLYING) (RE. STRUCTURAL) RE: STRUCTURAL PER COMMUNITY (RE: STRUCTURAL) ( ) EXTEND UP AT JAMBS (4 MIN) 12 GYP BRD OVER GYP BR OVER „ -... ........ z p 02-15-2024 p SPECIFICATIONS GYP BIRD OVER 1 GYP BRD OVER �Z PRE SHAPED STUCCO BAND z PRE -SHAPED STUCCO BAND 1x2 TREATED •: 1x2 TREATED — 1x2 TREATED W/ SLP TOP INSTALLED PER 1x2 TREATED W/INSTALLED PER MFR : F W ,.... ; FURRING STRIPS FURRING STRIPS FURRING STRIPS FURRING STRIPS MFR WRITTEN SPECS (RE. WRITTEN SPECS RE. ELEV CONTINUOUS BEAD CONTINUOUS BEAD- . -...... ( ) PRECAST CONCRETE SILL at CMU WALL (TYP:) at CMU WALL (TYP) j�E�/�$�QN$, W FLANGE CASING at CMU WALL (TYP) ELEV) at CMU WALL (TYP) OF SEALANT OF SEALANT U SELF ADHESIVE -OR- FLUID SELF ADHESIVE -OR- FLUID PT 1x4 LL BEAD WOOD BLOCKIN BACKER ROD W/ SEALANT APPLIED FLASHING CLEAN APPLIED FLASHING CLEAN PT 1x4--- SELF ADHESIVE -OR-— SELF ADHESIVE -OR- NO. Description Date ( PT 2x4 FRAME Q p W MASONRY BEFORE APPLYING) MASONRY BEFORE APPLYING) .. .: VINYL FLANGE CASING BEAD. FLUID APPLIED FLUID APPLIED Y "GYP BIRD OVER `: INSTALLED PER MFR PT 2x4 FRAME ANCHOR AN ANCHOR FLASHING CLEAN PT 1x WOOD BUCK PT 1x WOOD BUCK 2 S FLASHING (CLE ( < _ VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD ;, 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED MASONRY BEFORE MASONRY BEFORE C) SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR - , .. r,.. qq��pp��yy NN��)) SHIM. AS NEEDED LLyy �" WRITTEN SPECS (TYP) WRITTEN SPECS (TYP) FURRING STRIPS CMU STEM WALL METALIDOOR FRAMEEpTALI�R FRAME at CMU WALL (TYP) % " STUCCO FINISH d 4$" BACKER ROD W/ SEALANT Via" BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR z INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Z �`, J f 0004\ CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU W' SCALE: N.T.S. SCALE: 1 �2" = 1'-0" SCALE: 1 �2" = 1'-0" SCALE: 1 �2" = 1 "-0" SCALE: 11/2" = 1'-0" SCALE: 1 �2" = 1'-0" W A501 - 71 (D a VERIFY AC CON LOCATION W/ SITE PLAN .t PANEL: RAVEL,� RATING. 150A SILO MIN AC RATING:,. Z21500 A SERVICE' 120/2:40V, 10-ANI MOUNTING-. SURFACE PIK .. °' 1 A 2 20 1 R APPLIANCE GFi VNATER HEATER F 2 3.0 B 4 20 1 R APPLI>ANC.E OFI SYS. 1 EONDEI�}CING UNIT I1 2' A- 20 1 L,R GREAT DOOM 7 H: 8 20 1 L,R DINING SYS. 1 AHU M 2 20 A. 10 20 1 L,R: BED, 2 11 E 12 20 1 L,R BED DRYER F 2 -10 18 A 14 20 1 L,R BED 4 1h B 16 20 1 L,R. O�NNE.RS OkrENI AIJ`E F 2 40 17 A 18 20 1 L,R G:ARAGEIEKTERPR 19 B 20 20 1 - SPARE. REFIRIGEfZATGR F 1 20 21 A. 22 20 1 - SPARE GARAGE DOOR OPENER F 1 20 23 L 24 2D I - SPARE DISHWASHEFUDI SPOS<AL. F 1 _70 2.5 A 25 20 1 - SPARE F41CROWAVEi"001) F 1 1 20 27 1 R 2:0 20 1 - SPARE LAUNDRY Rc 1 20 29 A 30 2 1 - SPARE HB 1st LEVEL ELECTRICAL PLAN 1/4" = 1' 0" WHEN PRINTED ON 22"x34" ELECTRICAL LOAD CALCULATIONS Ilk ; , GENERAL LIGHTING 3 VAFT2 61.02 - SMALL AF PLIANOE 15DtJ` SMALL APPLIANCE 1500LAUNDRY Y CIRCUIT 1500 - - DIS14WASHER 1500 - - WASTE DISPOSAL g4D %ABATER HEATER 4500 - - taVENtRANGE 14900- - MICROWAVEMOOD low, - REFRIDGERATOR Soo GARAGE DOOR OPENERB0C DRYER. 54LI GENERAL LOAD 101300 100% 10000 GENERAL LOAD 30102 40%, 12040,8 HEATING+AG '2.5 TONS + 3 kkV) 643E 100% 6438 TOTALS 49540 - 2879 1120124OVSERVICEIFEEDER LOAD (A) 119 MAIN BREAKER (A) 1 .., \ "VERIFY AC COND LOCATION \, I W/ SITE PLAN ELECTRICAL LEGEND SINGLE POLE SWITCH DOOR BELL BUTTON t 3 -SWITCHDOOR 3 WAY CHIME BELL CHIME G GARAGE DOOR 4 4-WAY SWITCH BUTTON D DIMMER SWITCH SWITCHED OUTLET 220 VOLT OUTLET 8I GFCI DUPLEX OUTLET GF DUPLEX OUTLET 8 CEILING OUTLET 6 AFCI DUPLEX OUTLET FLOOR OUTLET A FLR 8 8 JUNCTION BOX IRRIGATION OUTLET JB IRR S SMOKE DETECTOR DIRECT WIRE (PER MFR SPECS) CARBON MONOXIDE CARBON MONOXIDE & DETECTOR SMOKE DETECTOR TELEVISION OUTLET QUICK DISCONNECT A PH TELEPHONE OUTLET A NETWORK OUTLET t� 1�7 SERVICE METER/ PANEL SERVICE PANEL M DISCONNECT m GARBAGE DISPOSAL UNDER CABINET LIGHT } WALL MOUNT LIGHT ( SINGLE SCONCE FLOOD LIGHT DOUBLE SCONCE STRIP LIGHT STAIR LIGHT BATH FAN & LIGHT BATH FAN - VENT TO EXT COMBO - VENT TO EXT PULL CHAIN LIGHT 4- KEYLESS LIGHT FLUSH MOUNT LIGHT HANGING HANGING LIGHT RECESSED EYEBALL -4``t PRE -WIRE FOR LIGHT "'HANGING HANGING LIGHT RECESSED LIGHT MINI MINIATURE PUCK LIGHT LED DOWNLIGHT -(> HANGING PENDANT PNDT LIGHT FLUORESCENT LIGHT FLUORESCENT LIGHT RECTANGULAR FIR ROUND CEILING FAN f' PRE -WIRE FOR CLG FAN ROUGH-IN LIGHTED PRE-WIRE FOR CLG FAN w/ CEILING FAN LIGHT ' ROUGH -IN ALL RECEPTACLE SPACING, LOCATIONS, AND QUANTITIES TO BE IN ACCORDANCE WITH CURRENT PRESIDING ELECTRICAL CODE WP = WEATHER PROOF VP = VAPOR PROOF 0 y 00 0 N 0 APEX c 0 4 �aT VJ N m tdsLLI J ._I true design studios z 0 9000 REGENCY SQUARE BLVD. (} SUITE 100, JACKSONVILLE, FL 32211 Q 0 C oLU cn F— W UsHOMON, m W `= CK 4.1 0 E!) S3 z W W C7 0 0 rn I` >= LU W z L W 00 W 0 co W 0 W W z z m W o Q W W o W W 0 r J LL LL This ite been electronically 0 signed and sealed by Jeffery P z Arneson, PE on the date and/or time O Q stamp shown using a digital signature. 0 Printed copies of this document are W not considered signed and sealed and IW" O the signature must be verified by a a- 3rd Party Certificate Authority on any elf electronic copy 0 U U_ 4 Abbott Park Q 0 U U_ LOT 026-03-04 0 < W 0 <C z czD C7 PROJECT NO: W 0 2023.004336 O IL z DRAWN: 0 = EM o 0 o LU CHKD: LO DO cn W W L1 _1 Q Q X in PIj$, `( fi ' ?- `°rC �CEt .`'0r' C m '•, z o 58544 >z= .O O '•° • «. 1 " 0 z f� • z tt®`` U) Q p 02-15-2024 p I— W U REVISIONS; Q NO. Description Date w fn J Q >- U In o z z O W F- X W El 00 W Q DESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes, 8th 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 ........................................ Ca 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 LL / 480 OPEN WEB FLOOR TRUSSES ...................... TL / 360 LL / 480 TL/240 WOOD I JOISTS ............................................. TL MAX "/„ BEAMS' / 360 ............................ ............................LL TL / 240 NOTES: 1. PORCH BEAMS AND BEAMS SUPPORTING FXTFRIO'R WALL ABOVE SHALL NOT EXCEED'/4" 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 -32A 7 101 - 200 ft2 +24.25 -26.67 +24.25 -29.64 SOFFIT MAX PRESSURE (psf) +28.6 - 38.3 (NOTE 2) PRESSURE (P F) 1-STORY PRESSURE (PSF) 2-STORY 8 FT +22.8/-26.9 +25.4/-29.9 10 FT +22.5/-26.0 +25.0/-28.9 16 FT +21.7/-24.5 +24.2/-27.3 18 FT +21.5/-24.2 +23.9/-26,9 NOTES: 1. END ZONE DESIGNATIONS MAY BETAKEN 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 NOTFR 'i 4 _O z STUCCO AND DIRECTLY MIN 1%2' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLEDVERTICALLY OR (%s" 24/16 Eu _ ADHERED STONE INSTALLED HORIZONTALLY)W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE ^ X Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDEDAT UNSUPPORTED PANEL EDGES. w wWi- o �_ U) U ALL OTHER VENEER R MIN %6' 24/16 SPAN RATED OSB OR PLYWOOD INSTAL.LEDVERTICAL OR HORIZONTAL o- ¢ (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 O rn TILE AND METAL ROOF MIN 1%2' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION U z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND o r 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). LL p w Imo- MIN j," 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION O 2: z0 SHINGLE ROOF PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED PANEL EDGES, UNO). FLOOR DECK SHEATHING: 23/32' T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD (UNBLOCKED PANEL EDGES, UNO). MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIW2" EXTERIOR GYPSUM CEILING BOARD, FASTEN w/ 5d x I%" COOLER NAIL OR NO.6 x 11%" LONG SCREWS @ 4" O.C. EDGES, 8" O.C. FIELD UNBLOCKED PANEL EDGES, UNO). NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1%2' CATEGORY, USE RSRS-03 NAILS. 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF CURRENT APPROVED APA.MANF. SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. 1V32" 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 16" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS 7. 1/2' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW1y32" 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, SHEATHING ROOF DECK O T G HAS BEEN ENGINEERED TO RESIST ASCE 7 WIND LOADS IN ACCORDANCE WITH. FRC R301.2.1.1 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER DIAMETER LENGTH 8d COMMON 0.131" 2-%2" RSRS-01 0.113" 2 3/" RSRS-03 0.131" 2-'/" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3'/4" 16d SINKER 0.148" 3- 16d COMMON 0.162" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. CONNECTORS MUST HAVE ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1 SILL LL PLATES W/ SODIUM ORATE TREATMENTS BEARING ON B SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR F T N = 2 P AT 2 DAY (UNO). 00 I GS 500 PSI 8 S ( O) 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWFFIBER LENGTHS SHALL BE'/3' TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHICFOOTING ARE INTERCHANGEABLE. TI G 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN ACCORDANCE WITH TABLE R401,4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT FOR FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11, DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES & I -JOISTS 1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER). 2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THL DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA, THIS SHEET, TABLE 7: METAL CONNECTOR SCHEDULE NOTES 2. 3.4 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS SIMPSON SIMPSON FASTENERS MITEK USP FASTENERS (8)Y<X 1 '%" SIDS SCREWS 8) a" x '/2' WS15- C DTT2Z ," ,, IN STUD /� O X 4 /2 WOOD SCREWS IN STUD' 9 10d COMMON O C 9 10d (NOTE 2) EMBED EPDXY OR DTB TZ /2 O x 4'/z" EMBED EPDXY CS16 EACH END R5150 COMMON SCREW ANCHOR OR SCREW ANCHOR EACH END (18)0.162"x2"/2"IN (18)0.162"x2"/"IN HTT4 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MTS12 7 10d x 1 %" (EACH MTW12 (7) 10d x 1 '"/2" (NOTE 2) q$" O x 6" EMBED ANCHOR �a, O x 6" EMBED ANCHOR END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 '"/2" IN (26) 0.162" x 2 ''/2" IN HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON (NOTE 2) �$' 0 x 6" EMBED ANCHOR �8 O x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20)'/4' x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS. IN STUD GROUP �, PHD8 GROUP �$' O x 12" EMBED MSTA36 13 10d COMMON ( ) MSTA36 (13) 10d COMMON � i8 0 x 12 EMBED ANCHOR IN CONCRETE EACH END EACH END ANCHOR IN CONCRETE (7) 10d x 1 "/2" IN TRUSS (7) 10d x 1 '/a" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN META12 4" WET EMBED IN HTA46-18 4" WET EMBED. IN MSTAM36 WOOD FRAMING MSTAM36 WOOD FRAMING GROUTED BLOCK WALL GROUTED BLOCK WALL O /4' x 2 1/4' TITEN 4 (5 ) %4" x 2'/4' TAPCON IN SCREWS IN MASONR MASONRY "' (8) 10d x 1 /2 IN TRUSS 9 0 x1Y2"INT S () 1 d TRUSS (11) 10d x 1 %" IN (11)1Odx1'/2"IN META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 TRUSS/RAFTER SS HTW20 TRUSS/RAFTER TIN GROUTED BLOCK WALL GROUTED BLOCK WALL (TR x 1 /T IN (11) 10d x 1 STUD STUD (10) 10d x 1 '/i' IN (8) 10d x 1'/3" IN ABU44 (1`2) 16d COMMON NAILS PAU44 (12) 16d COMMON NAILS HTSM20 TRUSS/RAFTER HTWM20 TRUSS/RAFTER (NOTE 6) %" 0 x' 7" EMBED EPDXY �8" 0 x 7" EMBED EPDXY (4) 14" x 2 1 " TITEN (4) "'/4" x 3" WEDGE BOLT IN MASONRY OR EQUIVALENT IN STU (12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/z" IN (5) 8d x 11/2" IN ABU66 %" O x 7" EMBED EPDXY PAU66 Via" 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 Yz" IN RT7AT (5) 8d x 1 "/z" IN DOOR RETURNS U DOOR RETURNS) NS) TOP PLATE TOP PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (5) 10d x 1'/" IN (5) 10d x 1%" IN HUC48, HEADER HD481F, HEADER H8 TRUSS RT8A TRUSS HU 28-2, HU 28- 2 (6) 10d COMMON IN BEAM HD282 HD28--2 (6) 10d COMMON IN BEAM (5) 10d x 1 / IN TOP PLATE (5) 10d x 1 Y2 IN TOP PLATE HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d COMMON TO HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT2 , n (7) /4n x 2 /4 TITEN LUGT2 (5)O" x 3" WEDGE BOLT HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT HUC212-2 (22) 16d COMMON IN HEADER HD212-21F (22) 16d COMMON IN HEADER (26) 16d SINKER (28) 16d SINKER IN WALL 10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 (1 WALL FRAMING x2'/2" (12) IN LUGT3 FRAMING (12) WS25 U x 2'/2" 4''/4"x 1 '/2" SDS SCREW () (4)'/a' x 1"Y2" WS15 SCREWS TRUSS IN TRUSS IN TRUSS IN TRUSS/RAFTER IN TRUSS/ RAFTER SDWC14500, SDWC15600 NO MITEK EQUIVALENT HGA10KT (4)%" x 3" SIDS SCREWS HGA10 (4) %" x 3" WS3 SCREWS IN TOP PLATE IN TOP PLATE (4) SIDS W' x 1 ""Y2" SCREWS (4) /4 x 1 /2„ WS15 SCREW (14) 10d COMMON IN (14) 10d COMMON IN HGAMIOKT IN TRUSS/RAFTER , „ 3 „ 2/4 TITEN SCREWS HGAM10KT IN TRUSS/ RAFTER (4) "/4' x 13%" WEDGE BOLT MSTCM40 WOOD FRAMING MSTCM40 WOOD FRAMING 4 4 / x OR EQUIVALENT IN 10 2 TITEN ( ) /4 x /4 10 %4' x 2 ' TAPCON IN ( ) /4 IN MASONRY MASONRY SCREWS IN MASONRY MASONRY (9) 10d x 1 12" IN (9) 10d x 1 12" IN (26) 10d COMMON IN (26) 10d COMMON IN H10A TRUSS & (9) 10d x 1 1r2° RT16A TRUSS & (9) 10d x 1 12" MSTCM60 WOOD FRAMING MSTCM60 WOOD FRAMING IN TOP PLATE IN TOP PLATE (14)" x 2 %" TITEN '% ( 14) %4' x 2'/4 " TAPCON IN SCREWS IN MASONRY MASONRY NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2021-2023 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE CONTACT FOR FOR SPECIFIC FASTENING REQ UIREMENTS. UIREMENTS.0 Q ,, 5. POSITIVE PLACEMENT GUN NAILS 2/ LONG,WITH EQUIVALENT DIAMET R TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR WE O ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES '/a" O x 2 Y44" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %a" Fd x 1 3/a" TITENS ILO 16d. MASONRY NOTES 1. ALL MASONRY UNITS SHALL MEET ASTM C90 STANDARD WITH fm = 2,000 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL BED, 2. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 3. ALL GROUT TO BE MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI. 4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30". 6. VERTICAL REINFORCING TO HAVE 10' STANDARD HOOKINTO BOND BEAM. DOWEL TO HAVE 10' STANDARD HOOK INTO FOOTING 7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. 8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. 11=npmn OR LINO FOR EW OSB WSP SYP SPF CONT O.C. LSL LVL PSL SYS 42 2 2 STUDS U) w �W >O w N N u_ "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL ENGINEER OF RECORD EACH WAY ORIENTED STRAND BOARD O WOOD STRUCTURAL PANEL CDSOUTHERN YELLOW PINE SPRUCE -PINE -FUR T CONTINUOUS ON CENTER OR 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 13/4" WIDE, LINO. � (3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1-1/4" BEAM) 2.0E MICROLLAM LVL ENGINEERED LUMBER, 13/4" WIDE ' 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3'/2' WIDE, UNO. PROPERLY RATED OPEN WEB HEADER N CV cY) INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS J OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS LL INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM W J BOTTOM PLATE ANCHORAGE IS'/z" ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR J _ SW SPECIFICATIONS) Z STRUCTURAL WOOD BEAM O 0 9000 REGENCY SQUARE BLVD. STUD COLUMN KEYNOTE (� SUITE 100, JACKSONVILLE, FL 32211 NUMBER OF SDWC15600' CONNECTING TOP PLATE TO STUDS. ¢ NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, LINO. O y ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN W 2 ANCHOR D BOTTOM OF STUD COLUMN CONNECTION U) 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 0 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL i COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. Jm "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE W HEADER STRAPPING KEYNOTE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD U) 1 I MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD }- KING/JACK GROUP BOTTOM CONNECTION Z 1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP W rn-: 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD (D GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. W NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP O C)O NON -BEARING HEADER FRAMING KEYNOTE O� NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING � HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY F` LOADED CONDITIONS ABOVE #2 SYP HEADER FRAMING KEYNOTE Z (2) 2x10 - 1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING 0 U) W NUMBER OF JACK STUDS EACH SIDE OF OPENING Z DEPTH OF LOAD -BEARING #2 SYP HEADER 0 NUMBER OF PLIES IN HEADER m ENGINEERED: LUMBER HEADER FRAMING KEYNOTE W (2) 9 "/2" LSL- 1 / 2- NUMBER OF KING STUDS EACH SIDE OF OPENING z NUMBER OF JACK STUDS EACH SIDE OF OPENING (J' HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) Z W DEPTH OF LOAD -BEARING EWP HEADER NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) 0 HEADER FRAMING O J ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH 2 ROWS 10d 8 O.C. 1. C U O @ LL STAGGERED. Z 2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 0 EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Q 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 0' 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. O 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD, 6. LINO ON PLAN, MIN 1 SDWC15600 TOP PLT TO KING STUD AND 1 SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST 0 FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 0 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: 0 • SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 10d x 1-"%" @ 16" O.C. OR O •DSPw/(14)lOdx1-'/2"@16"O.C.OR J Ll_ • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-'/2" (OR EQUAL APPROVED BY EOR). Q 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 U LVL BEAM OR HEADER OF EQUIVALENT SIZE. Z 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 O A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S 2 SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION.. U 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY W 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 X W TABLE 2304.10.1 W 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. X 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. m 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 0 THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. 9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD Z O W Q Z O H U LL i 0 O J O Z 2 U W H X W 0- CMUIMETAL CONNECTOR ENGINEERING U110ffON It 4 14 r$ s�$ s . 1f J J S y� � �fl f 141 U) LU J Z Lu W ow O Lu W 0 J � WLLI W ti LL X This ite been electronicall Y signed and sealed by Davor Bozic, PE Z on the date and/or time stamp 0 shown using a digital signature. 0 Printed copies of this document are W not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority Z on any electronic copy 12- U_ Abbott Park ¢ U LOT 026-03-04 00 0 LLI ¢ Z _0 PROJECT NO: 0 W 2023.004336 0 LL DRAWN: O EM o O CHKD: l7 DO cn W J 011111111 ' Z 8000 ' STATE OF ; 4/ 0 Ile ORk •f�si JO N Al-► �.�`� Z 02-15-2024 p W REVISIONS: W 2 No. Description Date ~ W J H 0 Z ST=1 VERIFY AC COND LOCATION W/ SITE PLAN 0 M SANITARY ISOMETRIC LH /T -&-7 8'-0" 59'-10" jo, 1 - - - - - - - ■ — — — — — — — — — — — — — — — — — — _ — L — — — —I— — — — — — — — — — — — — — — — N1— — — — — — — — — — — —1 I I — I■ -- — — — — — — —— ■ 1 k T-2.D _ 5..1/2I I I I �I I - � I ■ I 1 1 I 1 011 ■ D � ■ I I I .. .. I i I 1- - - - - - - 6 I 01 0�„__�� 1 OPT 1I )- --- - - - - -- - - -J I I 1 1 I■ ■ ■ Iz -- - I 1 I I I I o A Ioa I I 6 I i W Q I 1 I OPT T-2.D I I 5�-4" i._ „ 1 I CU I I rl 1 - - -I - - - - - ■ ■ ■ I I I I '� I1 , I I I■ 1 1 112" I I ■ 1 1 4 1 ■ I 1 I I T-2.D T - - _ y -2.D c. ■ ■ ■ I L:....:.. 4 00 _IN 1 _._. UNDER DOOR ■ I I -_—� 4 1 I I 9 1/2" in 1 I 2'-4 1/2" 20'-8 1/2" 4'-7 1/2' 4 -6'' 2'-1' - - - 11'-5" - _ - T-2.D I 4 1 14'-0" I ■ I 1 I T-2.0 F L— — — — — — — — — — — — — — — — — — — — — — — — — — — ■ ■ ■ SN ■ FOUNDATION PLAN 114" = V-0" WHEN PRINTED ON 22"x34" 011 -1_ L_- - -- - -- 2.11)/ SIM 9" CURB 70'-0" MEI 0 5 T-2.D T-2.101 I ■ I ■ 0? — — — — — — — — — — — — — — — — — — —— — —1 N I VERIFY AC COND l LOCATION W/ SITE PLAN gn9n x/1 n 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. CD O CV r N 00 d' O r N CV M J LL W J J_ Z db true design studlos FOUNDATION KEYNOTES:DC1 Y 9000 REGENCY SQUARE BLVD. O SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q LA]_J 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX "r-nrl= (II tta rnn1T COLUMN FTG TO BE PROJECTED MIN 6" AS SHOWN W 24"SQx20" DEEP FTG F- 16"SQx12" DEEP FTG w/ (3) #4 EW (f7 E 30"SQx20"'DEEP FTG F 36"SQx20" DEEP FTG Q w/ (4) #4 EW w/ (4) #4 EW J 48"SQx24" DEEP FTG 0 #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY m W w/ (5) #4 EW, T&B NOTES ON ST-1 Q 1 1/2" SLAB EXTENSION Z) AT FULL ROUGH C OPENING WIDTH U Z W Ca W cO 0 'NOTE TO CONTRACTOR' DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET Lo I- BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT Z MANUFACTURER AND DR HORTON. L LI Z U) 00 W W Z Z W 0 W J LL Z d Q 11- a cr 0 LL Q U Z 0 J Z U W f- w LLI Q m O LLJ Z I) 0 r= (U L Q U f O J O 2 U W F- X W EL CMUIMETAL CONNECTOR ENGINEERING¢ tm a � Q� J O W cwi) p � � Q o C) Q j W 0 w Q W W LL r This it .been electronically signed and sealed by Davor Bozic, PE date r Z Q on the and/or time stamp shown using a digital signature. Printed copies of this document are Q W not considered signed and sealed the signature must be verified I ­_and z by a 3rd Party Certificate Authority on any electronic copy LL Abbott Park U LOT 026-03-04 cr) 0 Q Z (D PROJECT NO W 2023.004336 0 LL DRAWN: EM Q 0 CHKD: U-) DO co W J %01111au111fx� tU .. 0 000 Z ' STATE F i ry ",'�`�'*.<OR,©�'•''N to -,,;l O N A� ,%NN' Z_ ,� Q 02-15-2024 0 W REVISIONS: co No. Description Date W J Q U 07 O Z 0 a STw2 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 s16 DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. U D � � b ° EXISTING FOUNDATION. ©o I a 0 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL �. WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO - BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3�6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. o -----4- EXISTING FOUNDATION 1: I�a--a 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---,,\ SEE ARCH W1.4 x WIA WWF OR FIBERMESH -0A.F.F. 0'" —� — _ (MAX 20" n ° a e n ° DEEP) \\\� \/i////f / 4" EXTENSION ��� � UNDER BRICK VENEER. 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *BEARING CURB STEP SECTION d n d 4 i". CONCRETE SLAB w/ 6x6 WIA x W1.4 WWF OR FIBERMESH r VAPOR BARRIER BEARING WALL FOOTING SECTION FOOTING, SEE PLAN f A A JJ.r l�h'..ITIAII IYII 0 BR Mo LAP AS SHOWN a DEGREE TYPICAL STEP IN FOOTING DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB OL BLOCK WI (1) #4 OR #5 CONT. v7 — Uj = U) Q X 0 VAPOR BARRIER W LULo #4 OR #5 VERT REINFORCING / �/ �/ ✓% / UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O:C. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE UNDISTURBED SOIL 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8 x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W1(3) #4 OR (2) #5 CONT STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS, 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 WWF OR FIBERMESH > Q CONT w ul J wo x FINISH O GRADE /\/\ \ \ L0 #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \ \�X\\� 4 TO 5 COURSES: 48" O.C. ° % L—o FOOTING TO BEAR ON FIRM/ UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHINDA STEM WALL, PARTICULARLY WHEN IT IS OVER COURSES HIGH.. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. CMU STEMWAL MONO LITHIC SLAB 3 W CONCRETE SLAB W/ 6x6 8" CMU CHAIR BLOCK W/ (1) # (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH CONTINUOUS TO EXTEND MIN 24" MINIM 2 1 (1) #4 OR #5 90° BEND @ 48" Q.G. INTO MONOLITHIC THICKENED EDGE MIN 24" LAP VARIES PER — ` — — 36" MAX ARCH PLANS � \ X\ �\ \ \ 4" CONCRETE SLAB W/ a d6x6 W1.4 x WIA \��/r /��\ a° F OR FIBER MESH\� — — — — — — =4 VAPOR BARRIER w — — °.� a /\/\� 12" MIN u O ° ° ° ° °. ° %\/\\/ \ �j \ /� FOOTING TO BEAR ON FIRM co #4 OR #5 / / ///// / f/`/' UNDISTURBED SOIL O to ¢ . ° ° . REINFORCING PER r . MONOLITHIC FOOTING 6" OPT EXTENSION SECTION b IN BRICK LOCATIONS ° ° a FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2 ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT MIN11.2" //\//\//\//\//\//\//\/ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ ( #4 OR (2) #5 CONT LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "'IA" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28", IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER 3"-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" O - y ALL OTHER EXTERIOR WALL CLADDING - MIN 8", U.N.O. ON ARCH C:) O AV O; VAPOR BARRIER X�\\\��/\/ r ` /\� ° \ 1\/ oO / c FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN r- SOIL 04 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ (2) #50R (3) #4 CONTINUOUS LLI tds �i J J true design studios j MONOLITHIC FOOTING_SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: U) • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLYO PREVENT EROSION OF SOIL. _ C) cn CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUSWIA x WIA WWF OR FIBERMESH ° d 0*fl*H01ff0N_' � xy) \\ \4 </ \ m W 16" VAPOR BARRIER Q 0 BEARING WALL FOOTING SECTION U Z w ( CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR FIBERMESH oO 0'-0'" A. F. F. 0 SEE ARCH O� �— a .ad DETAILS ZI 8" MIN I`- /i;./ o C) n 8"x8'" THICKENED 8° FTG AT U) STEP-DOWN, SEE VAPOR BARRIER W PLAN Z ZLu CURB STEP SECTION m Uj O U) W 8" UNDER MASONRY WALL W < O Z 6UNDER WOOD WALL — CONCRETE SLAB WI " Z LJ Q <C 6x6 WIA x W1.4 WWF ° W 0 OR FIBERMESH VARIES SEE ARCH Q Q a (MAX 16") d — \/ / / 0 12" MI N\�/\/\/\/ V`/ i— �// Z This it —been electronically T \ \ \ \ \ VAPOR BARRIER \//\�� a •/\ \ ////j/j " O signed and sealed by Davor Bozic, PE Z \% on the date and/or time stamp O shown using a digital signature. / <( Printed copies of this document are 6" OPT. EXTENSION IN BRICK 0� not considered signed and sealed W LOCATIONS ON FND PLAN O and the signature must be verified F" 0- by a 3rd Party Certificate Authority Z 12" UNDER 1 STORY WALL w/ on any electronic copy d (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE Q LL 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS Abbott Park 5 GARAGE EXT WALL CURB SECTION W CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LOT 026-03-04 FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — (D PER T-0" HORIZONTALLYO PREVENT EROSION OF SOIL. PROJECT NO: co � 2023004336 CONCRETE SLAB W/ 6x6 0 . W1.4 x W1.4 WWF OR O LL FIBERMESH © 0'-0" A.F.F. Z DRAWN: O SEE ARCH = EM o — — (MAX 20" C) cNicD: C) DEEP) X DO E) W W / •o • a 4" W J 4" EXTENSION �►►►►►1�r����� U UNDER BRICK VENEER Q so 12" UNDER 1 STORY WALL w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ;••• �= Z N 16 UNDER 2 STORY WALL w w/ (3) #4 OR (2) #5 CONT Z-10 t!1- r �l s: TATE OF •�tI/ BEARING CURB STEP SECTION .�••� �;.� � Q ��I N AL E %-- Z Z 111111111111 , — 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 — — — — — — — — — HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Q p 02-15-2024 Q LU U) U_ REVISIONS: U- No. Description Date I— W U) —J U O I — ._I O O Z Z W I- W ST=2 ■ 0- OMUfMETAL CONNECTOR ENGINEERING¢ .9 '4"., 81-01, .1 T-0" J 41-0" J S-6" 6'-8" J 61-8" 1 6-13" 6-8" 1. 6-8" ✓6-13" 1, T-0" 11 6-8" 6'-8" 6'-8'# 6'-8" 6'-0" G 5'-4" 4'-8" 6'-8" 6'-8" 7'-0" 1ST LEVEL DOWEL PLACEMENT PLAN 1/4"=V-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C>, U.N.0 • 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 Ej INDICATES GROUT FILLED CELL WITH NO REINFORCING 0 NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN (2) NO, 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS, 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4, HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC1 5600 @ 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/ SDWC1 5600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12 LINTEL SCHEDULE LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS tv C) CcV APEX 00 4 CD M co t _j IAMB. U_ db true design studios Z 0 V) 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 C) Iw— > co 11HORION' C) 01 111*11111 WIN > 1 54 A 44 LIJ ry 0 C0 0 Z LLI (D LLI O C) C:) CF) L0 r- < co b Z W tC Q - W co W ry L-1 16'-0" 8F-1 -32 PRESTRESSED GARAGE DOOR L-2 T-O" 8 U 8 L-3 2'-0" 8 U 8 L-4 61-0" 817-16 L-5 81-0" 8F-16 8080 SGD/ REAR PORCH L-6 91-01, 817-16 REAR PORCH L-7 1 l'-8" 8F-16 REAR PORCH L-8 4'-8'' 817-12 FRONT PORCH (ELEV A) L-9 4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) Z J Z W U) D W 0 co M LLI Lli Z < 0 0 > Z W W W I LLI W W 0 _j LL X LL Z This i<- been electronically 0 signed and sealed by Davor Bozic, PE Z on the date and/or time stamp 0 shown using a digital signature. Printed copies of this document are not considered signed and sealed 0 and the signature must be verified n by a 3rd Party Certificate Authority Z af on any electronic copy Q� 0 'n U_ W Abbott Park < 0 0 _j U- LOT 026-03-04 < W ca < Z Z 0 PROJECT NO: 0 j 2023.004336 U_ 0 7 0 DRAWN: EM O W CHKD: DO Li W Uj x > GE Z N Q 0 LLI Z CC STATE F 441 CL r) 0 LLI 0 N C/) Q ,����s`s�©N A1_ �, Z Z 0 < 0 02-15-2024 LIj REVISIONS: LU r t No. Description Date < LLI 0 co 0 F_ 0 Z Z 0 0 W x LU ST=3 n CMUMETAL 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 SYPMIN. 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" 16-5" 19'-11" 23'-9" 26-0" 16" 13'-4" 17-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16-10" 19'-91. 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C.LUMBER SIZE SPACING 2x4 2x6 2x8 2x40 12" 12'-5" 19'-6" 25'-8" 26-0" 16" 11'-3" 17 -8" 23 -4" 26-0" 24" 9'-101, 15'-6" 20'-1" 2T-11" 10 L.L15 D.L. #2 SYP TRUSS FRAMING KEY NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. LEDGER FRAMING NOTES • FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" Q.C. SPACING), OR • FASTEN NO.2 SYP PT LEDGER TO MASON RY/CONLRETE 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 (WI 3" TAPCON OR TITEN): PT 2x6.......(2) ROWSY4' 0 @ 24" Q.C. STAGGERED PT 2x8.......(2) ROWSY4" O @ 16" O.C. STAGGERED PT 2x10.....(2) ROWSY4" O @ 8" O.C. STAGGERED PT 2x12.....(2) ROWSY4" 0 @ 6" O.C. STAGGERED FLOOR FRAMING LEDGER TO WOOD (WI NAILS): 2x6............... ........_......(3) 16d COMMON 2x8................................... (5) 16d COMMON 2x10.................. ...........(7) 16d COMMON 2x12.............. ._.......(9) 16d COMMON FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): PT 2x6................................... (3) W x 4-%" LONG #14 WOOD SCREWS PT 2x8.. ............: ......_....(5) Y4" x 4-1/2" LONG #14 WOOD SCREWS PT 2x10 ._.__....... ............. (7) W x 4-"Y2" LONG #14 WOOD SCREWS PT 2x12 ......_.. ................(9) Y." x 4-%" LONG #14 WOOD SCREWS 4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. 5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS LOCATION 0 U) LU Z_ U) m W W Z Z W 0 W 0 LL o_ 0 0- 0 0 Q 0 [Y_ 0 1 LL Q C) Z 0 6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O • EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. i STAGGERED Z • TRUSS TO MASONRY BELOW W/ VGT OR HTT5 Z U W I--- X W n m 0 LU 0 W Q Z U) 0 H v u. Q U) } 0 0 J 0 Z C) W I- X W C1 <C CMU/METAL CONNECTOR ENGINEERING 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 11HOMN' 0z i VIR lwl 1.17 F a g Id QUj J z Lu Q W _ 0 LL1 Q J LLJ W W LL This <t.been electronically signed and sealed by Davor Bozic; PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy PROJECT NO: Abbott Park LOT 026-03-04 2023.004336 DRAWN. EM CHKD: DO .�` -• \ C' E N', yes N 98 yk x -33 STATE OF ' 44/ Qom• ,r 5,, �� l,11111111111110t 02-15-2024 REVISIONS: No. Description Date ST=3A >fU 04 0 W 2 ti X r Z 0 0 W I'- Z a LL W ,J Q C U) 0 LLI - Q Z _( 0) W 0 LL 0 a U) LU J Q U) U) Z ry 0 Z Q LL' 0 W U) W F- W J Q 0 ! I-- 0 Z 0 0 rd TRUSS TO TOP PLATE, MOISTURE BARRIER UNO: BETWEEN MASONRY AND • TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS W/H8ORH10 • TRUSS LENGTH </ 10 FT VERT. REINFORCING TO--/ W( H2,5T OR RT7AT OR HAVE 10" STANDARD SDWC15600 HOOK INTO BOND BEAM • EVERY OTHER STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 - MAX 32" O.C. • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 TYPICAL ROOF DECK SHEATHING. SEE TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Y2" IN TRUSS (NOTE: 1F META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR HTWM20) FASCIA (SEE ARCHITECTURAL) '—PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE TABLE 1. COMPONENT AND CLADDING DESIGN PRESSURES ON SHEET ST-1. j\\_(1) COURSE CMU BOND BEAM W/ *1 CONTINUOUS WALL SECTION AT ROOF (COMMON HEEL CONDITION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22ORSDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22ORRSDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. '/" THREADED RODANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR ''Y2" WEDGE BOLT W/ MIN 41/z' EMBED W/ WASHER @ MAX 48" O.C. u - a BOTTOM PLATE ANCHOR NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). ■ ALL BOLT ANCHOR OPTIONS REQUIRE NUTII AND WASHER, UNLESS NOTED OTHERWISdl INTERIOR LOAD BEARING WALL EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER STRUCTURAL PLAN, SHEET ST-3 OR ST-2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 30" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN, 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) /A//, TYI ROOF -TO- CONNE( 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)90d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 1%2" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FASCIA (SEE ARCHITECTURAL) PROPERLY WIND LOAD RATED SOFFIT MATERIAL CONTINUOUS @ PERIMETER. SEE DESIGN CRITERIA AND LOADS C&C DESIGN PRESSURES ON SHEET ST-1. TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16 18 W/ MIN (7) 10d x 1 42" 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 i FOR MISLOCATIO INSTALL NEW MAc STRAP TO INSIDE MISLOCATED TRUSS ANCHORS BLOCKING NOT SHOWN FOR CLARITY f CORNERS I BOND BEAM REINFORCING AT CORNERS WALL SECTION AT ROOF (RAISED HEEL CONDITIONS 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 STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. S. FOR SHEATHING SIZE AND FASTENING REFER TOTABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENT S?N 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 FQUNDATIONAND WALL SECTION AT ROOFARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. 2 U 0 N 0 N STEP DOWN TIE -BEAM DIST. FROM DOOR JAMB MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW f WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH 34" OR114' PER MANUF. 3" 5" 1 !�' 3 %4" 37 6 5„ 15 „ 1 f16 3- ,, 3 /4 3 ,, 3 /4 6„ 2 �A" 33/4„ TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS%" DIA. @ 30" O.C. STAGGERED • (2) ROWS a%is DIA. @ 24" Q.C. STAGGERED �— DOOR JAMB OR WINDOW ATTACH TO 1x_ PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE o ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED Y4') 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 DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) C:3 C� O O 0 APE O N OR to C3 X It 0 CD 0 r r CV a. e'M J LLtds W -6 ,JI true design studios Z O 9000 REGENCY SQUARE BLVD. a) U SUITE 100, JACKSONVILLE, FL 32211 Q £j O t1) W co DIHOMON' 0 a a. LLI �- �( 4--" } >N Z W (D LLI O 0 0 Cn d' U) W C1C Q CO W 101. (Z W LU O U) m— W �'— O z Z m LU o 0 -� Ww oLMJ W W 0' lJ 0 f � �/ 1- F_ i Ll.. X Z This ite been electronically O signed and sealed by Davor Bozic, PE Z on the date and/or time stamp O Q shown using a digital signature. Q < Printed copies of this document are LU not considered signed and sealed O and the signature must be verified Z 0— by a 3rd Party Certificate Authority on any electronic copy O 0_ U LL 0 ILL! Abbott Park O U U- LOT 026-03-04 0 W I- (� <t Z Z (� PROJECT NO: W j 2023.004336 O ILL Z DRAWN: O _ EM o U o W CHKD: LO DO 0 X LU LU 0_ J Q Q X `�����u�uiii U f CO m ` ' •. Z o. 8. 0 Z =-p; +13 ' STATE OF ' �✓ ` 0 O LU O Rj�� Ur Z U) Q p 02-15-2024 p I= W REVISIONS: dNo. Description Date w U J <t >- U C� cn 0 0 Z _ O LU I- X ST=5 LU 0- CMU/METAL CONNECTOR ENGINEERING 8'-V ABOVE F.F.E. 2x6x12 ROOF DECK CENTEI ROOFTRUSOR RAFTERS �AaAFr! � M OIL UPLIFT CONNECTION PER TYPICAL WALL SECTION SUB FASCIA 0' MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN, SEE TABLE 2; MOISTURE BARRIER SHEET ST-1 (PORCH BY OTHERS CEILING BOARD) MASONRY LINTEL PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMONS EACH END FASTEN 2x6 NO.2 SYP DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE, — SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 9" OR LESS OVERHANGS. FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH RSRS-01 / HGAM 1 0) 2021 V1.0 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5Tw/(10)8dx1'%" 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY AND ALL UNTREATED LUMBER GABLE TRUSS TO BOND BEAM W/ META20 @48" O.C. W[ MIN (7) 10d x 1-'Y2" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM Wl HGAM10) 6-1" ABOVE F.F.E. • %" DIA. ANCHO 4'-9" ABOVE OIL 2x4 PT TOP F.F.E. 2'-9" ABOVE F.F.E. 1-7 rLOF OPENING 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 18" DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5'/" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x 416" 0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. F.F.E. (1st BOLT TO BE 0" MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL #5 CONT.--.� 4 H � A PER PLAN LINTEL (1) #5 BAR AT CORNER W/ MIN. 25" LAP #5 CONT. iia d FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN.. MIN 6" TOP OF WALL BEND INTO BOND BEAM I I I I I I I I I I � I I I I I I I I I � I II I II I I I I i I 1 I I I � I I I I PRECAST LINTEL SEE I I SEE PLA PLAN I � I I I EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. I I I MIN {2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. I I i I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER j I j j j l NO, 5 DOWEL TO MATCH EACH I SOLID FILLED & REINFORCED l CELL EXTENDING FROM FOOTING j TO LAP WALL REINFORCING W/ MIN 30" LAP UNLESS NOTED I I I OTHERWISE ON DOWEL .& LINTEL j PLACEMENT PLAN, MIN 6 BEND AT BOTTOM. I II I I j CONCRETE FOUNDATION j ! I WORK PER PLAN TOP OF FINISH FLOOR SLAB I I I 7-1 I I I I I I I I I I I 1 I -I I I I I i I i I I I I I GARAGE SHEAR PIER TRUSSES NEEDING BRACING 0 t3 0 O' O 0 N LO APEX 1-- r 0 04 W Q C37' "X\ 1 f c- N co J LL W tds -6 —1W J true design studI z Q 9000 REGENCY SQUARE BLVD., LATERAL BRACING MULTIPLE TRUSSES UQ SUITE 100, JACKSONVILLE, FL 32211 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3SPF OR BETTER (UNO). ' 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O 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. IW- 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). :D 5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. co HHOMN `3 j6?' MAX T" MAX _A6_' MAX T'' MAX T" MAX 6'MAX OPTIONAL STUD COLUMN SCAB FOR TRUSS STRAP • MINIMUM 3'-0" SCAB w/ (2) ROWS OF 10d @ 6" O.C., MINIMUM (12) 10d • SECOND SCAB MAY BE ADDED AS NEEDED TO OPPOSITE SIDE T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 1 ROW 2x4 (1)2x4 2x4 2 ROWS 2x6 (2)2x4- 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6' (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* W U Z W W W C) C) O SINGLE TRUSS BRACING' 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL >= SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN I ALTERNATIVE WEB BRACING METHOD IS DESIRED. WEB W/ 10d AT 6" O.C. O *!F (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 0 TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE; SPECIES, AND U) Q GRADE AS WEB TO BE BRACED, LU WEB BRACING DETAIL © ♦W -CO� V J BOND BEAM REINFORCEMENT W (SEE WALL SECTION) w FILL SOLID TO BOND BEAM w u `o 8 E -#.. -DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED ° 8118 ° l� LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL, SEE PLAN. 8U8 I� 0 W Q W W m W C] WW o W W X LL LL This ite been electronically O signed and sealed by Davor Bozic, PE Z BOND BEAM on the date and/or time stamp d REINFORCEMENT Q shown using a digital signature. 0 Printed copies of this document are (SEE WALL SECTION) not considered signed and sealed W O and the signature must be verified f a- by a 3rd Party Certificate Authority z FILL SOLID TO BOND BEAM 0� on any electronic copy LL LINTEL REINFORCEMENT 0 LU Abbott Park J o Of a C) ° o J 8 F -1 - #—:DEPTH OF LINTEL ASSEMBLY "d" LOT 026-03-04 W #5 BOTTOM BAR TO EXTEND U Q NO LESS THAN 1" BEYOND Z Z BEARING AT EACH END >_ ( GROUT FILLED LINTEL ASSEMBLY Q PROJECT NO: co W 8" PRECAST LINTEL. SEE PLAN. J 2023.004336 8.F--T!' zZ DRAWN:.. E:M O. � a W CHKD: lf) DO W W 0- -� Q pR B�2/c m N 0 0 a y • W _ 7[ 7l Z - 3 O•.•• STATE OF . *U/ _Z W aa O 02-15-2024 Q F- W U REVISIONS: Uj TYPICAL PRE -CAST LINTEL OPTIONS No. Description Date F- L1J W J (/ O I` 0 Z r O U I W H X W ST=6 W CMU/METAL CONNECTOR ENGINEERING¢ 2x SYP NAILER (IF REQ'D): — *TOWOOD FRAME (2)0.131" X 3" NAILS @ EACH STUD, MAX 24" O,C. TO CMU w/ PT NAILER (2) ROWS 3,16" x 2%" TAPCONS @ MAX 24" O.C. CHANNEL REQUIREMENTS PER MANUFACTURER 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 ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA PER MANUFACTURER 1 x2 SYP NAILING STRIPS TO BLOCK/ NAILER W1 (1) 0.131" x 21/2" NAIL EACH INTERSECTION SOFFIT W/ MULTIPLE SPANS 2x SYP NAILER (IF REQ'D): *TOWOOD FRAME: (2) 0.131"x3" NAILS @ EACH STUD, MAX 24" O.C. TO CMU w/ PT NAILER (2) ROWS J6'x 23/," TAPCONS @ MAX 24" O.G. CHANNEL REQUIREMENTS PER MANUFACTURER 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 ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (PSO, CAPACITY OF THIS DETAIL IS THE LESSER OF: 1) SOFFIT MANUFACTURER ALLOWABLE PRESSURE. 2) +1-340 psf. SOFFIT W/ SINGLE SPAN SF OFFIT DETAILS Soffit detail is intended to convey connections between members in the supporting structural frame, not the soffit connections to those members Product manufacturer and evaluating engineer retain responsibility for individual soffitproducts and their connection to supporting structural frame CIVIUMETAL CONNECTOR to 0 F_ P 0 LL 0 _j 0 Z r 0 X W n ENGINEERING 9000 REGENCY SQUARE BLVD. SUITE 1,00, JACKSONVILLE, FL 32211 Z 0 0 Q _j W This4t, been electronically signed and sealed, by Davor Bozic, PE on the date and/or time stamp shown using a digital signature, Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic .copy PROJECT NO: Abbott Park LOT 026-03-04 2023.004336 DRAWN: EM CHKO: DO U) W fy Uj U) 0 Uj Uj ry LL %011111111111 l 0 -�OR 80 e., \GE 0. 8000 ­0 - x Z ► S A TWO F A- 0 R N % 02-15-2024 REVISIONS: No. Description Date ST-7