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893 AMBERJACK LN RES24-0285 ARCH DWGS 1-15-25ABBREVIATIONS & AND ANGLE @ AT C CENTERLINE CHANNEL Ø DIAMETER # NUMBER, POUND(S) AC AIR CONDITIONING ACB ACOUSTICAL BAFFLE ACM ARHITECTURAL CONCRETE MASONRY ACOUS ACOUSTIC(AL) ACP ACOUSTICAL CEILING PANEL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADJ ADJUSTABLE/ADJACENT ADR ACCESS DOOR AFF ABOVE FINISH FLOOR ANC ANCHOR AHU AIR HANDLING UNIT AL/ALUM ALUMINUM ALT ALTERNATE ANNUN ANNUNCIATOR ANOD ANODIZED AP ACCESS PANEL APC ARCHITECTURAL PRECAST CONCRETE APPROX APPROXIMATE(LY) ARCH ARCHITECT(URAL) ARGWB ABUSE RESISTANT GYPSUM WALL BOARD AVG AVERAGE AWP ACOUSTIC WALL PANEL BC BOTTOM OF CURB BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLKBD BLACK BOARD BLKG BLOCKING BLKHD BULKHEAD BM BEAM BOT BOTTOM BRG PL BEARING PLATE BRG BEARING BRK BRICK BRKT BRACKET BSMT BASEMENT BTWN BETWEEN BUR BUILT UP ROOFING C COURSE(S) / CARPET CAB CABINET CBB CEMENTITIOUS BACKER BOARD CEM CEMENT CER CERAMIC CI CAST IRON CIF CHANGE IN FLOORING CIP CAST IN PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLKG CAULKING CLL CONTRACT LIMIT LINE CLO CLOSET CLR CLEAR CM CONSTRUCTION MANAGER CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CLEAN OUT COL COLUMN COMB COMBINATION COMP COMPACT(ED) CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS COP COPPER CORR CORRIDOR CPT CARPET CRFS COLD ROLLED FORMED STEEL CS LINT CAST STONE LINTEL CS CAST STONE CT CERAMIC TILE CTR CENTER CU CUSPIDOR CW COLD WATER CWS CURTAIN WALL SYSTEM D DEEP/DEPTH/DRAIN DB DECIBEL DBL DOUBLE DEMO DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DH DOUBLE HUNG DIA DIAMETER DIAG DIAGONAL(LY) DIM DIMENSION DISP DISPENSER DIV DIVISION DMPF DAMPROOFING DN DOWN DR DOOR DS DOWNSPOUT/DIVIDER STRIP DSP DRY STANDPIPE DW DISTILLED WATER DSWR DISHWASHER DWG DRAWING DWR DRAWER E EAST EA EACH EEW EMERGENCY EYE WASH EIFS EXTERIOR INSULATION & FINISHING SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) EMERG EMERGENCY EMR ELEVATOR MACHINE ROOM ELEV ELEVATOR ENG ENGINEER ENCL ENCLOSURE ENT ENTRANCE EOS EDGE OF SLAB EPB ELECTRICAL PANEL BOARD EQ EQUAL EQUIP EQUIPMENT ES EXPOSED STRUCTURE EV EXHAUST VENT EWC ELECTRIC WATER COOLER EXP EXPANED/EXPANSION EXST EXISTING EXT EXTERIOR EXTR EXTRUDED F FAHRENHEIT FA FIRE ALARM/GAUGE FCU FAN COIL UNIT FD FLOOR DRAIN/FIRE DAMPER FDN FOUNDATION FDV FIRE DEPARTMENT VALVE FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FFE FINISH FLOOR ELEVATION FHC FIRE HOSE CABINET FHVC FIRE HOSE VALVE CABINET FHMS FLAT HEAD MACHINE SCREW FHS FLAT HEAD SCREW FHWS FLAT HEAD WOOD SCREW FIN FINISH FL FLASHING FLEX FLEXIBLE FLG FLOORING FLR FLOOR FLUOR FLUORESCENT FO FACE OF FOS FACE OF STUD/SLAB/STRUCTURE FRPF FIREPROOF(ING) FS FULL SIZE/FLOOR SINK FT FOOT OR FEET FTG FOOTING FURR FURRING FVC FIRE VALVE CABINET FXTR FIXTURE GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GCMU GLAZED CMU GEN GENERAL GFCMU GROUND FACE CMU GL GLASS/GLAZING GND GROUND GR GRADE GV GAS VENT GWB GYPSUM WALL BOARD GYP GYPSUM H HIGH HT HEIGHT HB HOSE BIB HC HOLLOW CORE HDCP HANDICAP(PED) HDWD HARDWOOD HDWE HARDWARE HK HOUSEKEEPING HM HOLLOW METAL HMF HOLLOW METAL FRAME HORIZ HORIZONTAL(LY) HPT HIGH POINT HR HOUR HTG HEATING HVAC HEATING/VENTILATION/AIR CONDITIONING HW HOT WATER ICCMU INTEGRALLY COLORED CMU ID INSIDE DIAMETER IN INCH INCAND INCANDESCENT INSUL INSULATION INT INTERIOR INTRM INTERMEDIATE INV INVERT JAN JANITOR JST JOIST JT JOINT KD KNOCKED DOWN KIT KITCHEN KO KNOCK OUT KP KICK PLATE L LONG/LENGTH LAB LABORATORY LAM LAMINATE(D) LAV LAVATORY LB(S) POUND(S) LC LEAD COATED LCKR LOCKER LEV LEVEL LF LINEAR FOOT (FEET), LIGHT FIXTURE LFT LEFT LG LONG/LENGTH LH LEFT HANDED LIN LINOLEUM LOW LIMIT OF WORK LP LIGHT POLE LPT LOW POINT LT LIGHT LT WT LIGHT WEIGHT LVR LOUVER MACH MACHINE MAS MASONRY MATL MATERIAL MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MEMB MEMBRANE MEP MECHANICAL/ELECTRICAL/PLUMBING MET/MTL METAL MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MOD MODIFIED MR MOISTURE RESISTANT MTD MOUNTED MTG MOUNTING MULL MULLION MW MICROWAVE N NORTH NIC NOT IN CONTACT NO NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA OVERALL/OUTSIDE AIR OC ON CENTER OD OUTSIDE DIAMETER/OVERFLOW DRAIN OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OH OPPOSITE HAND OHMS OVAL HEAD MACHINE SCREW OHWS OVAL HEAD WOOD SCREW OPER OPERABLE OPNG OPENING OPP OPPOSITE ORB OIL RUBBED BRONZE OSD OPEN SITE DRAIN OZ OUNCE PA PLANTING AREA PBD PARTICLE BOARD PC PRECAST PCP PARTICLE CEMENT PLASTER PERF PERFORATED PG PIPE GUARD PL PLATE/PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL POL POLISHED PR PAIR PRCST PRECAST PROJ PROJECT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PTD PAINTED PTN PARTITION PVC POLYVINYL CHLORIDE PVG PAVING PWD PLYWOOD QT QUARRY TILE QTY QUANTITY R RISER/REGISTER RA RETURN AIR RAD/R RADIUS RBR RUBBER RCP REFLECTED CEILING PLAN RD ROOF DRAIN RECPT RECEPTACLE REFRIG REFRIGERATOR REG REGISTER REINF REINFORCE(MENT)(ING) REQD REQUIRED RESIL RESILIENT RET RETURN RETG RETAINING REV REVISION, REVERSE RFG ROOFING RH ROBE HOOK/RIGHT HAND RL RAIN LEADER RM ROOM RO ROUGH OPENING/ROUND RT RIGHT RTU ROOF TOP UNIT RV RANGE VENT RWC RAIN WATER CONDUCTOR S SOUTH/SINK SA SUPPLY AIR SAB SOUND ATTENUATION BLANKETS SAD SEE ARCHITECTURAL DRAWINGS SC SEALED CONCRETE/SOLID CORE SCH SCHEDULE SD STORM DRAIN/SOAP DISPENSER/ SMOKE DETECTOR SED SEE ELECTRICAL DRAWINGS SECT SECTION SF SQUARE FOOT (FEET) SFT STRUCTURAL FACING TILE SHR SHOWER SHT SHEET SHTG SHEATHING SHVLG SHELVING SIM SIMILAR SLNT SEALANT SM SHEETMETAL SMD SEE MECHANICAL DRAWINGS SMS SHEET METAL SCREW SPD SEE PLUMBING DRAWINGS SPEC SPECIFICATION(S) SPKR SPEAKER SQ SQUARE SS/ST STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUC STRUCTURAL SV STACK VENT SUSP SUSPEND(ED)/SUSPENSION SYM SYMMETRICAL SYS SYSTEM T TREAD TB TOWEL BAR TBD TACKBOARD TEL TELEPHONE TEMP TEMPERED TF TRANSPARENT FINISH TG/T&G TONGUE & GROOVE THK THICK(NESS) THRES THRESHOLD TL TILE TO TOP OF TOC TOP OF CONCRETE/CURB TOS TOP OF SLAB/STEEL TOW TOP OF WALL TPO THERMOPLASTIC POLYOLEFIN TV TELEVISION TWP TRANSLUSCENT WALL PANEL TYP TYPICAL TZ/TER TERRAZZO UC UNDERCUT UH UNIT HEATER UL UNDERWRITER'S LABORATORIES INC. UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VAR VARIES VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL(LY) VEST VESTIBULE VIF VERIFY IN FIELD VRB VENTED RUBBER BASE VIN VINYL VT VINYL TILE VWC VINYL WALL COVERING W WEST/WIDE/WIDTH W/ WITH W/O WITHOUT WOM WOMEN WC WATER CLOSET WD WOOD WG WIREGLASS WH WALL HYDRANT/WATER HEATER WP WATERPROOFING WRB WATER RESISTIVE BARRIER WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC CODE COMPLIANCE LOCATION: JACKSONVILLE, FLORIDA DUVAL COUNTY BUILDING CODE: FBC 8TH EDITION (2023) - BUILDING FBC 8TH EDITION (2023) - RESIDENTIAL NEC - 2020 OCCUPANCY CLASS.: GROUP R-3 RESIDENTIAL OCCUPANCY SUB-CAT.: N/A BUILDING DESCRIPTION: PRIVATE RESIDENCE TYPE OF CONSTRUCTION: VB ALLOWED PROPOSED MAXIMUM HEIGHT: 35' +/- 20'-4" TOP OF ROOF MAXIMUM STORIES: 3 2 MAXIMUM AREA: UL SEE PLANS FOR SF AREA CALCULATIONS NOTE: SQUARE FOOTAGE CALCULATIONS ARE FROM EXTISTING PLUS NEW. FLOOR HEATED AND COOLED 2,331 SF TOTAL NEW HEATED AND COOLED 2,331 SF NEW 2 CAR GARAGE 442 SF NEW REAR OPEN PORCH 139 SF NEW FRONT OPEN PORCH 29 SF TOTAL NEW UNDER ROOF 2,941 SF VICINITY MAP DISCLAIMER: VICINITY MAP IS FOR LOCATION REFERENCE ONLY. TRUE NORTH AND PLAN NORTH ARE DEPICTED TO THE RIGHT OF THIS NOTE. PLAN NORTH PROJECT LOCATION SYMBOL LEGED SYMBOL DESCRIPTION 101 ROOM NAME 101 1t A13 4 2 3 1 1 A101 SIM 1 VIEW NAME 1/8" = 1'-0" 1/A101 ROOM DESIGNATION AND NUMBER DOOR NUMBER WINDOW DESIGNATION INTERIOR ELEVATION SECTION CALLOUT DETAIL CALLOUT DRAWING VIEW TITLE DETAIL REFERENCE COPYRIGHTED MATERIAL ALL HOME PLANS SOLD THROUGH AA & ASSOCIATES OF FLORIDA ARE PROTECTED BY COPYRIGHT HELD BY THE A/EOR. REPRODUCTION OF THESE PLANS, EITHER IN WHOLE OR IN PART; INCLUDING ANY FORM AND/OR PREPARATION OR DERIVATIVE WORKS, FOR ANY REASON WITHOUT PRIOR WRITTEN PERMISSION IS STRICTLY PROHIBITED. WILLFUL INFRINGEMENT COULD CAUSE SETTLEMENTS FOR STATUTORY DAMAGES UP TO $100,000.00 PLUS ATTORNEY FEES, DAMAGES, AND LOSS OF PROFITS. META CONTRACTORS WHEN SELLING PLANS LICENSES THE OWNER TO USE THE PLANS FOR THE SPECIFIC ADDRESS OF THE SPECIFIC PROJECT. IF THE OWNER WISHES TO REUSE THE PLANS A REUSE FEE MUST BE NEGOTIATED AND PAID PRIOR TO THE ADDITIONAL USE OF THE PLANS. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A000 NEW CONSTRUCTION - LUNDGREN RESIDENCE COVER SHEET EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 DRAWING INDEX SHEET LIST A000 COVER SHEET A001 GENERAL NOTES A002 EXISTING AND NEW SITE / PLOT PLANS, AND NOTES A100 FLOOR PLAN A140 ROOF PLAN A150 FLASHING LOCATION DIAGRAM, DETAILS, AND NOTES A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A302 BUILDING SECTIONS AND WALL SECTIONS A501 TYPICAL DETAILS A502 TYPICAL ROOF DETAILS A601 WINDOW AND DOOR TYPICAL DETAILS E101 ELECTRICAL FIRST FLOOR PLAN AND NOTES S001 GENERAL NOTES S002 GENERAL NOTES AND COMPONENTS AND CLADDING DIAGRAM S003 SCHEDULES AND TABLES S110 FOUNDATION AND SLAB PLAN S111 SHEARWALL, WALL FRAMING, HEADERS, AND HOLD-DOWN PLAN S140 ROOF FRAMING PLAN S501 TYPICAL CONCRETE DETAILS AND SECTIONS S502 TYPICAL MASONRY DETAILS AND SECTION S601 TYPICAL WOOD FRAMING DETAILS S602 WOOD FRAMING, BEARING AND SHEARWALL SECTIONS AND DETAILS NEW CONSTRUCTION -LUNDGREN RESIDENCE 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 SITE INFORMATION: ZONING:ARS-1 FLOOD ZONE: FLOOD ZONE X FRONT SETBACK:25 FEET SIDE SETBACK:7.5 FEET REAR SETBACK:20 FEET SITE PLAN NOTES: 1.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO STAKE-OUT PERIMETER OF STRUCTURE AND FIELD VERIFY ALL SETBACKS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. 2.VERIFY EXISTING FLOOD ZONES AND COORDINATE ALL REQUIRED DOCUMENTS/REQUIREMENTS WITH SCOPE OF WORK APPLICABLE. 3.VERIFY ALL CODES AND RESTRICTIONS WITH STATE AND LOCAL MUNICIPALITIES PRIOR TO CONSTRUCTION. 4.GENERAL CONTRACTOR TO VERIFY ANY EXISTING STRUCTURES, SEPTIC, GAS, SHEDS, AND ETC. DEMOLISH AND RELOCATE AS REQUIRED PER LOCAL CODES. 5.ALL UTILITIES, F.F.E. AND DRAINAGE TO BE VERIFIED BY BUILDER. 6.THE APPLICANT/OWNER/CONTRACTOR SHALL IMMEDIATELY CONTACT ST. JOHN'S COUNTY LOT GRADING STAFF SHOULD MODIFICATIONS TO THE DRAINAGE PLAN BE REQUIRED DURING SITE DEVELOPMENT, BASED ON ACTUAL FIELD CONDITIONS. BUILDING DESIGN CRITERIA (REFER TO STRUCTURAL DRAWINGS) LEGAL DESCRIPTIONS: PARCEL ID:171178-0000 LOCATION ADDRESS:893 AMBERJACK LANE, ATLANTIC BEACH, FLORIDA 32233 USE DESCRIPTION:RES LD 3-7 UNITS PER AC LEGAL DESCRIPTION:30-60 17-2S-29E ROYAL PALMS UNIT 1 LOT 24 BLK 4 PROPERTY USE CODE:SINGLE FAMILY (0100) SUBDIVISION:03120 ROYAL PALMS UNIT 01 NO. DESCRIPTION DATE R302.5.1 OPENING PROTECTION: 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMP CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, OR 20-MINUTE FIRE-RATED DOORS. NOTE: DOOR TO BE SELF-CLOSING. R302.11 FIREBLOCKING: 1. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. 2. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. (a) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: (a.1) VERTICALLY AT THE CEILING AND FLOOR LEVELS. (a.2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. (b) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. (c) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. (d) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. (e) FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. (f) FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.7 UNDER-STAIR PROTECTION: 1. ECLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ECLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.12 DRAFTSTOPPING: 1. IN COMBUSTIBLE CONSTRUSTION WHERE THERE IS USEABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1.000 SF. 2. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREA. WHERE THE ASSEMBLY IS ECLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES. (a) CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. (b) FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN WEB OR PERORATED MEMBERS. R310 EMERGENCY EXAPE AND RESCUE OPENINGS: 1. R310.1: EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOF SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE EMERGENCY ESCAPE AND RESCUE OPENING ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION R310.3. 2. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF EMERGENCY ESCAPE AND RESCUE OPENINGS FROM THE INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATIONS SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. EXCEPTIONS: (a) BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT AND NOT EXCEEDING TOTAL FLOOR AREA OF 200 SF. (b) THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE PERMITTED TO OPEN INTO A SCREEN ENCLOSURE, OPEN TO THE ATMOSPHERE, WHERE A SCREEN DOOR IS PROVIDED LEADING AWAY FROM THE RESIDENCE. (c) R310.1.1. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SF. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SF. (d) R310.1.2. MINIMUM OPENING HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24". (e) R310.1.3. MINIMUM OPENING WIDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". (f) R310.1.4. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. R302.6 DWELLING/GARAGE FIRE SEPARATION: 1. THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WCOITH SECTION R302.5. THIS PROVISION DOES NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING/GARAGE SEPARATION SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS FROM THE HABITABLE ROOMS ABOVE THE GARAGE STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. NOT LESS THAN 1/2" TYPE X GYPSUM BOARD OR EQUIVALENT NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA R302.5.2. DUCT PENETRATION: 1. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL, 1" MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FBC-R-E3902 AFCI PROTECTION REQUIRED: 1. ALL 120 VOLT, SINGLE PHASE, 15-20 AMPHERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE. FBC-R-E3901.7, NEC 210, E3901.7 AND E3902.3 GFCI PROTECTION REQUIRED: 1. BATHROOMS, GARAGES, BOATHOUSES AND ACCESSORY STRUCTURES NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE, WORK, AND SIMILAR USES. OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOPS. OUTLETS WITHIN 6 FEET OF LAUNDRY, UTILITY OR WET SINKS. BALCONY, DECK OR PORCH GREATER THAN 20 SF. ONE AT THE FRONT AND BACK OF THE DWELLING AND AT THE CONDENSER UNITS. CONSTRUCTION DOCUMENTS: 1. THE PURPOSE OF THESE DOCUMENTS IS TO CONVEY DESIGN INTENT ONLY. THE CONTRACTOR SHALL A) BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK, B) PROMPTLY NOTIFY ARCHITECT IF THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THERWITH, AND C) OBTAIN ALL REQUISITE BUILDING AND OTHER PERMITS REQUIRED IN CONNECTION WITH THE WORK. 2. THE CONTRACTOR WILL BE PRESUMED TO HAVE INSPECTED THE SITE AND TO HAVE READ AND TO BE THOROUGHLY FAMILIAR WITH THE DRAWINGS AND SPECIFICATIONS. THE FAILURE OR OMISSION OF ANY CONTRACTOR TO EXAMINE ANY FORM, INSTRUMENT OR DOCUMENT SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM ANY OBLIGATION IN RESPECT TO HIS WORK. 3. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS, OR WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLE FOR SUCH PORTION OF THE WORK. 4. THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DECISIONS OF ARCHITECT AS TO THE ITEMS OF WORK INCLUDED WITHIN THE SCOPE OF THESE DOCUMENTS SHALL BE FINAL AND BINDING ON THE CONTRACTOR AND THE OWNER. 5. THE ARCHITECT RESERVES THE RIGHT TO REJECT ITEMS INCORPORATED INTO THE WORK WHICH FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS. THE ARCHITECT FURTHER RESERVES THE RIGHT, AND WITHOUT PREJUDICE TO OTHER RECOURSE. ARCHITECT MAY OR MAY NOT ACCEPT NON-COMPLYING ITEMS SUBJECT TO ANY ADJUSTMENT IN THE CONTRACT AMOUNT AS APPROVED BY THE ARCHITECT AND/OR THE OWNER. PERMITS, FEES, TAXES AND NOTICES: 1. THE CONTRACTOR SHALL PAY ALL SALES, CONSUMER, AND OTHER SIMILAR TAXES FOR THE WORK OR PORTIONS THEREOF PROVIDED BY THE CONTRACTOR WHICH ARE LEGALLY ENACTED AT THE TIME OF CONSTRUCTION. 2. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE ANY PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. 4. THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORT TO MAKE CERTAIN THAT THE CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, BUILDING CODES AND REGULATIONS. IF THE CONTRACTOR OBSERVES THAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH IN ANY RESPECT, HE SHALL PROMPTLY NOTIFY ARCHITECT IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ACCOMPLISHED BY APPROPRIATE MODIFICATION. 5. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWAS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT SUCH NOTICE TO THE DESIGNER, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY THEREFORE AND SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO. COORDINATION AND SUPERVISION: 1. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANTS REPRESENTATIVE WHEN TENANT OR THEIR CONTRACTOR(S) ARE REQUIRED AT JOB SITE FOR COORDINATION MEETINGS OR INSTALLATIONS. 3. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUILDING OWNER REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNER/REP WILL COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED OF UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE PUNCH LIST. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTORS BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND SHALL COORDINATE ALL PORTIONS OF THE WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF THE CONTRACTORS EMPLYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. 6. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY. 7. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS. LABOR, MATERIALS, AND WARRANTY: 1. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. THE CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG THE CONTRACTORS EMPLOYEES AND SHALL NOT EMPLY ON THE WORK ANY UNFIT PERSON OR ANYONE NOT SKILLED IN THE TASK ASSIGNED THEM. 3. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 4. CONTRACTOR AND SUBCONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE WORK. 5. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER TRADES. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION. 7. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWINGS. 8. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS ARE NOMINAL UNLESS OTHERWISE INDICATED. 9. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 10.THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING RECOQUIRED FOR HIS WORK UNLESS OTHERWISE NOTED. 11.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE SUBCONTRACTORS. 12.ALL MATERIALS TO BE NEW UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. 13.THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUAL TO" OR "APPROVED EQUAL" ARE USED, ARCHITECT TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 14.ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECEFIED. 15.PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRIAGHT AND SMOOTH. PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. 16.MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK. DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK ENGINEERING. 17.DRYWALL CONTRACTORS TO CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC. THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED. 18.THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE COMPLETION OF CONSTRUCTION. ALL WORK NOT CONFORMING TO THESE REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED, MAY BE CONSIDERED DEFECTIVE. INSTALLATION NOTES: 1. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND BE FREE OF VIBRATION. 2. UNLESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE. 3. THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS WHERE FULL HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS. 4. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE CEILING UNLESS NOTED OTHERWISE. 5. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO INSTALLATION OF SPECIFIED FINISHES. 6. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLTION OF SPECIFIED FINISHES. 7. PROVIDE ALL NECESSARY CUT OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. 8. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE, FILL ALL VOIDS WITH FIRE SAFING MATERIAL OR FIRE- RATED CAULK, CONTINUOUS AS REQUIRED BY CODE. 9. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED PARTITIONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION RATING. 10.CONTRACTOR IS RESPONSIBLE FOR FIRESTOPPING ALL NEW AND EXISTING FIRE RATED PARTITIONS AND ALL PENETRATION THROUGH AREAS INCLUDING SLABS. CONTRACTOR TO VERIFY IN FIELD. 11.WHERE PIPES, CONDUITS OR LOW TENSION WIRING PENETRATE A FIRE RATED ENCLOSURE, THE SPACE AROUND SHALL NOT EXCEED 1/2" AND SHALL BE PACKED SOLID WITH BATT INSULATION AND FITTED WITH ESCUTCHEON PLATES ON BOTH SIDES OR EQUIVALENT TREATMENT TO INSURE COMPLIANCE WITH FIRE RATING. 12.WHERE DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE RATED PARTITION, EXTEND RATED PARTITION AROUND DUCT TO EFFECT COMPLETE MAINTENANCE OF FIRE RATING. A-INTENT & USE OF CONSTRUCTION DOCUMENTS 1. THE PURPOSE OF THESE DOCUMENTS IS TO CONVEY DESIGN INTENT ONLY. THE CONTRACTOR SHALL A) BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK, B) PROMPTLY NOTIFY ARCHITECT IF THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, AND C) OBTAIN ALL REQUISITE BUILDING AND OTHER PERMITS REQUIRED IN CONNECTION WITH THE WORK. 2. THE CONTRACTOR WILL BE PRESUMED TO HAVE INSPECTED THE SITE AND TO HAVE READ AND TO BE THOROUGHLY FAMILIAR WITH THE DRAWINGS AND SPECIFICATIONS. THE FAILURE OR OMISSION OF ANY CONTRACTOR TO EXAMINE ANY FORM, INSTRUMENT OR DOCUMENT SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM ANY OBLIGATION IN RESPECT TO HIS WORK. 3. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS, OR WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLE FOR SUCH PORTION OF THE WORK. 4. THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DECISIONS OF ARCHITECT AS TO THE ITEMS OF WORK INCLUDED WITHIN THE SCOPE OF THESE DOCUMENTS SHALL BE FINAL AND BINDING ON THE CONTRACTOR AND THE OWNER. 5. THE ARCHITECT RESERVES THE RIGHT TO REJECT ITEMS INCORPORATED INTO THE WORK WHICH FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS. THE ARCHITECT FURTHER RESERVES THE RIGHT, AND WITHOUT PREJUDICE TO OTHER RECOURSE. ARCHITECT MAY OR MAY NOT ACCEPT NON-COMPLYING ITEMS SUBJECT TO ANY ADJUSTMENT IN THE CONTRACT AMOUNT AS APPROVED BY THE ARCHITECT AND/OR THE OWNER. B-PERMITS, FEES, TAXES, & NOTICES 1. THE CONTRACTOR SHALL PAY ALL SALES, CONSUMER, AND OTHER SIMILAR TAXES FOR THE WORK OR PORTIONS THEREOF PROVIDED BY THE CONTRACTOR WHICH ARE LEGALLY ENACTED AT THE TIME OF CONSTRUCTION. 2. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. 4. THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORT TO MAKE CERTAIN THAT THE CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, BUILDING CODES AND REGULATIONS. IF THE CONTRACTOR OBSERVES THAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH IN ANY RESPECT, HE SHALL PROMPTLY NOTIFY ARCHITECT IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ACCOMPLISHED BY APPROPRIATE MODIFICATION. 5. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT SUCH NOTICE TO DESIGNER, HE SHALL ASSUME FULL RESPONSIBILITY THEREFORE AND SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO. C-COORDINATION & SUPERVISION 1. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANT'S REPRESENTATIVE WHEN TENANT OR THEIR CONTRACTOR(S) ARE REQUIRED AT JOB SITE FOR COORDINATION MEETINGS OR INSTALLATIONS. 3. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUILDING OWNER REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNER/REP WILL COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED OF UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE PUNCH LIST. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND SHALL COORDINATE ALL PORTIONS OF THE WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. 6. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY. 7. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS. D-LABOR, MATERIALS, & WARRANTY 1. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. THE CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG THE CONTRACTOR'S EMPLOYEES AND SHALL NOT EMPLOY ON THE WORK ANY UNFIT PERSON OR ANYONE NOT SKILLED IN THE TASK ASSIGNED THEM. 3. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 4. CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE WORK. 5. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER TRADES. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION. 7. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWINGS. 8. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS ARE NOMINAL UNLESS OTHERWISE INDICATED. 9. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 10. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK UNLESS OTHERWISE NOTED. 11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE SUBCONTRACTORS. 12. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. 11. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUAL TO" OR "APPROVED EQUAL" ARE USED, ARCHITECT TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 12. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED. 13. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. 14. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK. DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK ENGINEERING. 15. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC. THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED. 16. THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE COMPLETION OF CONSTRUCTION. ALL WORK NOT CONFORMING TO THESE REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED, MAY BE CONSIDERED DEFECTIVE. E- INSTALLATION NOTES (MAY NOT APPLY) 1. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND BE FREE OF VIBRATION. 2. UNLESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE. 3. THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS WHERE FULL HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS. (IF APPLICABLE) 4. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE CEILING UNLESS NOTED OTHERWISE. 5. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED FINISHES. 5. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF SPECIFIED FLOOR FINISH(-ES). 6. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. 7. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE; FILL ALL VOIDS WITH FIRE SAFING MATERIAL OR FIRE- RATED CAULK, CONTINUOUS AS REQUIRED BY CODE. 8. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED PARTITIONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION RATING. 9. CONTRACTOR IS RESPONSIBLE FOR FIRESTOPPING ALL NEW AND EXISTING FIRE RATED PARTITIONS AND ALL PENETRATION THROUGH RATED AREAS INCLUDING SLABS. SEAL TO MAINTAIN PROPER RATING. 10. WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AT COLUMNS OR BEAMS, NEW FIREPROOFING TO BE INSTALLED TO COMPLY WITH THE REQUIRED FIRE RATING. CONTRACTOR TO VERIFY IN FIELD. 11. WHERE PIPES, CONDUITS OR LOW TENSION WIRING PENETRATE A FIRE RATED ENCLOSURE, THE SPACE AROUND SHALL NOT EXCEED 1/2" AND SHALL BE PACKED SOLID WITH BATT INSULATION AND FITTED WITH ESCUTCHEON PLATES ON BOTH SIDES OR EQUIVALENT TREATMENT TO INSURE COMPLIANCE WITH FIRE RATING. 12. WHERE DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE RATED PARTITION, EXTEND RATED PARTITION AROUND DUCT TO EFFECT COMPLETE MAINTENANCE OF FIRE-RATING. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A001 NEW CONSTRUCTION - LUNDGREN RESIDENCE GENERAL NOTES EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 NO. DESCRIPTION DATE EXISTIN G SIN G LE STO R Y R ESID EN C ETO BE R EM O VED LOT 24 EXISTING PROPERTY LINE N44°15'40"W 118.97' (P) N43°58'39"W 119.12' (M)EXISTING PROPERTY LINES10°51'23"E102.17' (M)S10°56'10"E102.17' (P)2 5 ' S E T B A C K7.5' SETBACK20' SETBACK7.5' SETBACK20' SETBACK A M B E R J A C K L A N E (6 0 ' R /W 2 3 ' C U R B E D A N D G U T T E R E D A S P H A L T )BACK OF CURB EDGE OF PAVEMENT EXISTING CONC. DRIVEWAY EXISTING MOVABLEWOOD SHEDA/C 24" MANHOLE WATER SUPPLE TIE-IN SEWER DRAIN TIE-INL2L1L3 C 120' -0"7'-6"20'-0"7 '-6 "25'-0"39'-0 3 /4"24' -7 1/2"5' -7 3/4"15' -3" 2 3 '-6"4'-0 1 /4"1 0 '-6 1/2 "8'-7 1/2"15'-11"3 '-0 1 /4 " 1 3 '-8 "15'-8 3/4"30' -1 1/4"30'-7 1/4"LOT 24 EXISTING PROPERTY LINE N44°15'40"W 118.97' (P) N43°58'39"W 119.12' (M)EXISTING PROPERTY LINES10°51'23"E102.17' (M)S10°56'10"E102.17' (P)2 5 ' S E T B A C K7.5' SETBACK20' SETBACK7.5' SETBACK20' SETBACK A M B E R J A C K L A N E (6 0 ' R /W 2 3 ' C U R B E D A N D G U T T E R E D A S P H A L T )BACK OF CURB EDGE OF PAVEMENTL2L1L3 C 16' -9 1/4"20' -0"22'-1 3/4"7'-6"2'-3"20'-0"1 2 '-5 3 /4 "7 '-2 1 /2 "7 '-6 " 24" MANHOLE WATER SUPPLE TIE-IN SEWER DRAIN TIE-IN 16'-8 3/4"25'-0"5'-2"23'-5 1/2"6'-7"6'-10 1/4"7'-6"N E W (P R O P O S E D ) S IN G L E S T O R Y R E S ID E N C E PERVIOUS ROCKS DRIVEWAY NEW A/C 6'-0 1/4"46'-9 3/4"CURVE C1(P) C1(M) RADIUS 120.00' 120.00' DELTA --- 29°58'28" ARC LENGTH --- 62.78' CHORD BEARING S62°25'18"W S62°30'53"W CHORD LENGTH 62.07' 62.06' CURVE IDENTIFICATION TABLE LINE L1(P)(C) L2(P) BEARING N23°42'20"E N59°08'20"E DISTANCE 10.00' 75.52' LINE IDENTIFICATION TABLE L3(P)S85°20'02"E 50.00' L2(M)N59°12'35"E 65.18' L3(M)S85°11'51"E 50.07' DEMOLITION LEGEND: DEMOLITION OF EXISTING BUILDING ELEMENTS EXISTING BUILDING ELEMENTS TO REMAIN DEMOLISH DOOR & FRAME EXISTING DOOR & FRAME TO REMAIN NEW BUIDLING ELEMENTS GENERAL NOTES: DEMOLITION 1. CONTRACTOR TO COORDINATE SITE, LANDSCAPE AND UTILITY DEMOLITION WITH OTHER DISCIPLINE DOCUMENTS. 2. CONTRACTOR TO LOCATE EXISTING UTILITIES AND PROTECT AND MAINTAIN CRITICAL INFRASTRUCTURE THAT SERVES NEARBY BUILDINGS. 3. COORDINATE PROPOSED METHODS AND OPERATIONS OF DEMOLITION WITH OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO START OF DEMOLITION WORK. INCLUDE IN SCHEDULE COORDINATION FOR SHUT- OFF, CAPPING AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. 4. INTERRUPTIONS IN DAILY OPERATIONS MUST BE COORDINATED IN ADVANCED WITH OWNER'S DESIGNATED REPRESENTATIVE. THIS SHALL INCLUDE SERVICE INTERRUPTIONS AND CONNECTIONS, RELOCATION OF OCCUPANTS, REMOVAL OF EQUIPMENT, SHIFTS IN LOCATION OF WORK, MECHANICAL AND ELECTRICAL DISRUPTION, ETC. ANY OF THE ABOVE INTERRUPTIONS REQUIRE A MINIMUM OF THREE FULL WORKING DAYS NOTICE TO THE OWNER. FRIDAY P.M. NOTICE FOR MONDAY A.M. INTERRUPTIONS WILL NOT BE ACCEPTABLE. 5. CONDUCT DEMOLITION AND DEBRIS REMOVAL IN A SAFE MANNER TO MINIMIZE INTERFERENCE WITH CORRIDORS, HALLS, STAIRS, AND OTHER ADJACENT FACILITIES AND TO AVOID DAMAGE TO SAME. DO NOT CLOSE OR OBSTRUCT TRAFFIC WAYS WITHOUT PERMISSION OF THE OWNER. 6. ERECT TEMPORARY ENCLOSURER(S) AROUND ALL EXTERIOR OPENINGS CREATED IN THE BUILDING. THE BUILDING SHALL BE LEFT WEATHER TIGHT AND SECURE AT THE END OF EACH WORKDAY. 7. PROVIDE TEMPORARY DUST ENCLOSURERS AROUND ALL AREAS OF WORK. PREVENT DUST, DEBRIS, ETC. FROM REACHING ADJACENT AREAS OF BUILDING. 8. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DEMOLITION REQUIREMENTS. 9. ALL SALVAGEABLE MATERIAL AND EQUIPMENT SHOWN OR SCHEDULED TO REMAIN AS THE PROPERTY OF THE OWNER OR NOT DISCLAIMED BY THE OWNER PRIOR TO THE BEGINNING OF DEMOLITION WORK SHALL BE CAREFULLY REMOVED AND STORED WHERE DIRECTED BY THE OWNER. THE CONTRACTOR SHALL VERIFY WITH THE OWNER ALL ITEMS TO BE SALVAGED. 10.ALL SALVAGEABLE MATERIAL AND EQUIPMENT SCHEDULED TO BE REMOVED AND NOT REUSED AND DISCLAIMED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED. 11.VERIFY SAVING AND RE-USE OF ALL MISCELLANEOUS ITEMS AND EQUIPMENT NOT SPECIFICALLY LISTED ON THE DRAWINGS OR IN THE SPECIFICATIONS WITH THE OWNER PRIOR TO DEMOLITION. 12.UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR THE FINISH SCHEDULE, ALL PORTIONS OF THE EXISTING BUILDING (INCLUDING FINISHES) DISTURBED BY DEMOLITION OF EXISTING CONSTRUCTION AND/OR INSTALLATION OF NEW CONSTRUCTION, INCLUDING MECHANICAL AND ELECTRICAL WORK, SHALL BE REPAIRED AS REQUIRED AND RETURNED TO ITS ORIGINAL UNDISTURBED CONDITION OR BETTER. 13.REMOVE ALL EXISTING WALL CONSTRUCTION, MILLWORK, EQUIPMENT, ETC. SHOWN DASHED ON THIS DRAWING IN ITS ENTIRETY TO THE EXTENT SHOWN ON THE DRAWINGS. PARTITIONS SHALL BE REMOVED FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE UNLESS OTHERWISE NOTED. AT EXISTING INTERSECTING WALL WHERE ONE WALL HAS BEEN DEMOLISHED, PREPARE NEWLY EXPOSED AREA OF WALL TO MATCH EXISTING ADJACENT SURFACES. 14.EXISTING WALLS INDICATED TO REMAIN ARE FOR PURPOSES OF EXONOMY ONLY. CONTRACTOR MAY ASSUME, IF MORE EXPEDIENT FOR CONSTRUCTION OR LESS EXPENSIVE FOR THE OWNER, THAT EXISTING CONSTRUCTION MAY BE REMOVED AND REPLACED WITH NEW CONSTRUCTION ACCEPTABLE TO THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A002 NEW CONSTRUCTION - LUNDGREN RESIDENCE EXISTING AND NEW SITE / PLOT PLANS, AND NOTES EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SITE CALCULATIONS: TOTAL LAND AREA:0.25 ACRES = 10,844 SF 35% MAXIMUM LOT COVERAGE:3,795.4 SF 50% MAXIMUM IMPERVIOUS:5,422 SF ------------------------------NEW CONSTRUCTION: NEW 1ST FLOOR:2,331 SF TOTAL HEAT AND COOLING COVERAGE:2,331 SF NEW 2 CAR GARAGE:442 SF NEW FRONT PORCH COVERAGE:288 SF NEW REAR PORCH COVERAGE:139 SF NEW FRONT PORCH COVERAGE:29 SF NEW SECONDARY COVERAGE:24 SF (A/C CONCRETE PADS, STEPS) TOTAL NEW AREA UNDER ROOF 2,941 SF ------------------------------LOT COVERAGE: AREA UNDER ROOF:2,941 SF SECONDARY COVERAGE:24 SF ESTIMATED DRIVEWAY (TBD W/ BUILDER & CITY):646 SF TOTAL LOT COVERAGE:3,611 SF TOTAL PERVIOUS:7,233 SF / 66.70% TOTAL IMPERVIOUS:3,611 SF / 33.30% TRUE NORTH SCALE: 1" = 10'-0"2 EXISTING AND NEW SITE / PLOT PLAN P L A N N O R T H NO. DESCRIPTION DATE 36"FRIDGE36"ELECTRICTOPDWDRYERWASHER GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. 2. ALL DIMENSIONS ARE TO FACE OF STUD/BAND BOARD EXCEPT WHERE NOTED. 3. COORDINATE ALL WORK WITH ANY ENGINEERING DRAWINGS, NOTES, OR REPORTS. 4. VERIFY ALL WORK WITH OWNER PRIOR TO INITIALIZATION. 5. COORDINATE ALL DIMENSIONS WITH ACTUAL EQUIPMENT, CABINETS, OR OTHER APPARATUS AS SUPPLIED OR SELECTED BY OWNER. 6. SEE OTHER DRAWINGS THIS SET FOR ADDITIONAL INSTRUCTIONS, NOTES, AND SPECIFICATIONS. 7. BRAND AND STYLE OF WINDOWS AND DOORS BY BUILDER - COORDINATE WITH ENERGY CALCS. 8. ALL EXTERIOR WINDOWS AND DOORS TO HAVE 8'-0" HEAD A.F.F. UNLESS NOTED OTHERWISE. 9. ALL FINISHES TO BE DETERMINED BY BUILDER AND OWNER. 10. DENOTES 5.0/5.7 SQFT. EGRESS REQUIRED 11. MINIMUM 11" TREADS - MAXIMUM 7 3/4" RISERS. 12. PROVIDE ELECTRICAL CONDUITS TO ISLAND AS REQUIED PER PLANS. 13. VERIFY INTERIOR BEARING WALLS PER STRUCTURAL ENGINEERING DRAWINGS. 14. PROVIDE ALL REQUIRED WOOD BLOCKING AT WALLS FOR CABINETS AND TV'S AND ETC. 15. EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY AT EXTERIOR WALLS. 16. INTERIOR WALLS ARE WITH GYPSUM EACH SIDE OR PVC WALL PANELLING OR VINYL WALL PANELS. 17. SQUARE FOOTAGES ARE CALCULATED FROM EXTERIOR FACE OF WALLS. 18. CONTRACTOR TO COORDINATE ALL FURNISHES INCLUDING BATHROOM TUB, VANITY AND TOILET SIZES AND MANUFACTURERS WITH OWNER. 19. ALL EXTERIOR STAIRS THAT ARE UTILIZING PREFABRICATED OR WOOD STAIRS SHALL INSTALL A STOOP TO MEET MINIMUM LATEST EDITION OF THE FBC. E A202 1 A2012 A201 1 A202 2 43'-4"6'-6"3'-0"6'-6"5'-4"5'-4"5'-4"18'-0"3'-0"5'-0"8'-8"58'-0"2'-2"16'-0"2'-2"10'-4"4'-10"3'-0"4'-10"4'-8"3'-8"3'-0"3'-4"8'-8"11'-4"3'-0"1'-8"24"x22"ATTIC ACCESS24"x22" ATTIC ACCESS 23'-4"3'-0"31'-8"4020 FIXED OPAQUEHEAD AT 8'-0" A.F.F.3050 SH HEAD AT 8'-0" A.F.F.30803050 SH HEAD AT 8'-0" A.F.F.3050 SHHEAD AT 8'-0" A.F.F.SLOPE FLOOR 1/8" PER FOOT 18'-0" x 8'-0" O.H. GARAGE DOOR 3050 SH HEAD AT 8'-0" A.F.F. 3050 SH HEAD AT 8'-0" A.F.F.308026802680268026802680 2680 GLASS 2480 2080 2680 2880LOUVERED2080 5080 DOUBLE DOOR 5080 DOUBLE DOOR 26805080 DOUBLE DOOR2680 26805080 DOUBLE DOOR 30806"6"6"4"4" TEMPERED GLASS ENCLOSURE O/TILES 1/2 WALL 93" LAV.DOUBLE SINK*VENT E.F.TO EXT.*VENT E.F.TO EXT.36" LAV. OWNERS BEDROOM 15'-0" x 18'-0" C.H. AT 10'-3" 32" x 60" TUB BEDROOM 10'-8" x 12'-6" C.H. AT 10'-3" BEDROOM 10'-9" x 12'-6" C.H. AT 10'-3" HALLWAY 3'-4" x 7'-4 1/2" C.H. AT 10'-3"3680 C.O.5880 C.O.DINING ROOM 8'-8" x 12'-0" C.H. AT 10'-3" KITCHEN 13'-3" x 21'-3" C.H. AT 10'-3"36" DOUBLESINKVENT HOOD SEE CABINET MANUF. SHOP DRAWINGS FOR SIZE AND SPECS ISLAND3'-8" x 9'-0"GREAT ROOM 15'-3" x 22'-3" C.H. AT 10'-3"CLOSETCLOSET PANTRY COATSLINENSWH LAUNDRY SINKHALLWAY 3'-10" x 6'-0" C.H. AT 10'-3" STUDY ROOM 9'-2" x 10'-11" C.H. AT 10'-3" FOYER 4'-6" x 9'-6" C.H. AT 10'-3"*VENT E.F.TO EXT.24" LAV.32" x 60" TUB AHU HALLWAY 4'-8" x 13'-3 1/2" C.H. AT 10'-3" OWNERS BATH 9'-10" x 11'-05" C.H. AT 10'-3"LINENSSHOWER 36" x 60" WIC 9'-10" x 11'-11" C.H. AT 10'-3" BATH 5'-0" x 8'-8" C.H. AT 10'-3" BATH 5'-0" x 7'-6" C.H. AT 10'-3" BEDROOM 10'-9" x 11'-9" C.H. AT 10'-3"FRONT PORCH 4'-8" x 5'-4" C.H. AT 14'-3" 4'-8"1'-0"5'-4"REAR PORCH 8'-8" x 16'-0" C.H. AT 10'-3" A/C CONDENSER UNIT 1 58'-0"52'-0"58'-0" E E E E 12" CEILING TRAY12" CEILING TRAY12" CEILING TRAY12" CEILING TRAY EMERGENCY ESCAPE AND RESCUE OPENING EMERGENCY ESCAPE AND RESCUE OPENING EMERGENCY ESCAPE AND RESCUE OPENING EMERGENCY ESCAPEAND RESCUE OPENING*VENT E.F. TO EXT. 1 A301 (TYP) 1 A301 (TYP) 1 A301 (TYP) 2 A301 SIM 2 A301 SIM 1 A302 (TYP) 1 A302 (TYP) MEDIA PANEL CENTRAL LOCATION WASHER / DRYER FINAL LOCATION TO BE DETERMINED BY OWNER / BUILDER LAUNDRY SINK FINAL LOCATION TO BE DETERMINED BY OWNER / BUILDER WATER HEATER LOCATION TO BE DETERMINED BY OWNER / BUILDER AIR HANDLER LOCATION TO BE DETERMINED BY OWNER / BUILDER R302.5.1 OPENING PROTECTION: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) INCHES THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE-RATED DOORS. NOTE: DOOR TO BE SELF-CLOSING. R302.6 DWELLING / GARAGE SEPARATION: THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. THIS PROVISION DOES NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. SEE SHEET A001 FOR R302.5 AND R302.6 CODE STEPS IN GARAGE TO BE MIN. 11" TREADS AND MAX. 7 3/4" RISERS PROVIDE WATER HEATER PROTECTION PER FBC R 1307.3.1 AS REQUIRED ALL AS-BUILT AND NEW CONSTRUCTION DIMENSIONS ARE SUBJECT TO VERIFICATION IN FIELD -BUILDER IS RESPONSIBLE FOR VERIFICATION ONCE DEMOLITION HAS BEGUN AND PRIOR TO ORDERING PRE-MANUFACTURED TRUSSES, STRUCTURAL MATERIALS, ARCHICTURAL MATERIALS, AND ALL CONSTRUCTION ELEMENTS. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A100 NEW CONSTRUCTION - LUNDGREN RESIDENCE FLOOR PLAN EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1/4" = 1'-0"1 FLOOR PLAN NO. DESCRIPTION DATE A202 1 A2012 A201 1 A202 2 RIDGE HIPHIPHIPHIPRIDGEHIPHIPRIDGEHIPHIPVALLEYHIPHIPHIPHIPVALLEYRIDGE5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE O.H. 1'-6"58'-0" O.H. 1'-6"O.H.1'-6"58'-0"O.H.1'-6"O.H. 1'-6"8'-10" O.H. 1'-6"12'-8" O.H. 1'-6"4'-2" O.H. 1'-6"6'-0" O.H. 1'-6"20'-4" O.H. 1'-6"O.H.1'-6"13'-2"O.H.1'-6"O.H.1'-6"3'-4 1/2"O.H.1'-6"5'-3 1/2"O.H.1'-6"43'-4"O.H.1'-6"7'-2"O.H.1'-6"61'-0"61'-0"61'-0"55'-0"INDICATES PORCH BEAMS AND COLUMNS PER STRUCTURAL, TYPICAL INDICATES PORCH BEAMS AND COLUMNS PER STRUCTURAL, TYPICAL NEW ARCHITECTURAL SHINGLE ROOF, TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES NEW ARCHITECTURAL SHINGLE ROOF, TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES OVERHANG PER ROOF PLAN (NON-VENTED, USE CEMENT BOARD SOFFITS) PLUMB CUT 1X6 P.T. SUB FASCIA WITH 1X P.T. DRIP EDGE FASCIA DASHED LINES INDICATE FACE OF WALL AT STRUCTURE BELOW, TYPICAL10'-3" PLATE A.F.F.10'-3" PLATE A.F.F. 10'-3" PLATE A.F.F. 10'-3" PLATE A.F.F.10'-3" PLATE A.F.F.10'-3" PLATE A.F.F.10'-3" PLATE A.F.F. 12'-3" PLATE A.F.F.12'-3" PLATE A.F.F.10'-3" PLATE A.F.F.14'-3" PLATE A.F.F. 14'-3" PLATE A.F.F. 10'-3" PLATE A.F.F. 10'-3" PLATE A.F.F. 10'-3" PLATE A.F.F. 10'-3" PLATE A.F.F.10'-3" PLATE A.F.F.10'-3" PLATE A.F.F.10'-3" PLATE A.F.F.10'-3" PLATE A.F.F.CONTRACTOR NOTE: "O.H." DENOTES OVERHANG. GENERAL NOTES: 1. THE ROOFING PLAN IS GENERAL IN NATURE AND INDICATES APPROXIMATE CONDITIONS AT THE PROJECT SITE AT THE TIME THE ROOFING IS READY TO BE INSTALLED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 2. GENERAL CONTRACTOR TO COORDINATE WITH TRUSS MANUFACTURER AND MECHANICAL CONTRACTOR THE PROVISION OF ALL A/C DUCT WORK OPENINGS THROUGH TRUSSES. SUBMIT SHOP DRAWINGS FOR APPROVAL. 3. GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO COORDINATE ALIGNMENT OF TRUSSES. IF ANY DISCREPANCIES CONTACT THE OWNER AND/OR ARCHITECT PRIOR TO FABRICATION OF TRUSSES. 4. FOR COMPLETE ROOFING PLAN DETAILS REFER TO STRUCTURAL DRAWINGS BY OTHERS. 5. ATTIC INSULATION TO BE AS INDICATED ON INDEX SHEET AND PER THE PLAN NOTATIONS. 6. OWNER OPTION: PROVIDE ALUMINUM GUTTERS AND DOWNSPOUTS - GC TO INSTALL/COORDINATE. 7. ROOFING MATERIAL COLOR TO BE SELECTED BY OWNER SELECTED MANUFACTURER. 8. METAL FLASHING TO BE 26 GA. G-90 GALVANIZED UNLESS NOTED OTHERWISE. 9. UNDERLAYMENT TO SELF ADHERING UNDERLAYMENT MEMBRANE (POLYGLASS TU PLUS OR EQUAL) OR OTHER CODE COMPLIANT UNDERLAYMENT AS SELECTED BY OWNER. 10. PROVIDE PRESSURE-TREATED WOOD BATTENS AS/IF RECOMMENDED BY MANUFACTURER, AND FOR ALL ROOFS WITH SLOPES GREATER THAN 7:12 WHEN BATTENS ARE USED, PROVIDE BATTENS 4'-0" LONG MAXIMUM WITH 1/2" SPACE BETWEEN ENDS OF BATTENS, FOR WATER DRAINAGE. 11. ALL ROOFING TO BE ARCHITECTURAL SHINGLE UNLESS OTHERWISE NOTED. ROOF VENT CALCULATIONS (1:300 RULE): AREA CONDITIONED & PORCHES: 3,323 SF NFA REQ'D 3,323 / 300 = 11.08 SF (1,595.04 IN 2) OF N.F.A. REQUIRED SPLIT EVENLY BETWEEN SOFFITS AND UPPER ROOF (797.52 IN2 EACH) VENTS TO BE DISCUSSED BY BUILDER (T.B.D.) NOTES: 1. SOFFIT VENT TYPE TO BE DETERMINED BY G.C. 2. THE CALCULATIONS AND VENT LOCATIONS INDICATED ON THESE PLANS ARE FOR REFERENCE ONLY. RIDGE VENTS ARE CALCULATED AT 12.5 SQUARE INCHES PER FOOT OF N.F.A. ORV'S ARE CALCULATED AT 60 SQUARE INCHES OF N.F.A. IT IS THE RESPONSIBILITY OF THE G.C. TO COORDINATE VENTILATION TO BE INSTALLED WITH MANUFACTURER AND PROVIDE ALL NECESSARY VENTILATION AT ROOF AS PER THE FLORIDA BUILDING CODE. 3. PROVIDE ROOF EXHAUST N.F.A. SHALL NOT EXCEED THE PROVIDED INTAKE SOFFIT N.F.A. NTAKE SOFFIT SHALL BE EQUAL TO OR GREATER THAN EXHAUST N.F.A. 4. 18" FULLY VENTED VINYL SOFFIT PROVIDES APPROXIMATELY 9 SQ.IN. PER SQ. FT OF NET FREE AREA. 5. 12" FULLY VENTED SCREEN SOFFIT PROVIDES APPROXIMATELY 6 SQ.IN. PER SQ. FT. OF NET FREE AREA. ABBREVIATIONS: N.F.A. NET FREE AREA R.V. RIDGE VENT O.R.V. OFF RIDGE VENT L.F.R. LINEAR FEET OR RIDGE ROOF FRAMING NOTES: 1. THE ROOFING PLAN IS GENERAL IN NATURE AND INDICATES APPROXIMATE CONDITIONS AT THE PROJECT SITE AT THE TIME THE ROOFING IS READY TO BE INSTALLED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR OWNER OF ANY DISCREPENCIES PRIOR TO PROCEEDING WITH THE WORK. 2. GENERAL CONTRACTOR TO COORDINATE W/ TRUSS MANUFACTURER AND MECHANICAL CONTRACTOR THE PROVISION OF ALL A/C DUCT WORK OPENINGS THROUGH TRUSSES. SUBMIT SHOP DRAWINGS FOR APPROVAL. 3. ROOF SLOPE SHALL BE5:12 UNLESS OTHERWISE NOTED. 4. ROOF OVERHANG SHALL BE 1'-5 1/2" FROM FACE OF FRAME TO TAIL OF TRUSS U.O.N. GABLE ENDS SHALL BE 12" U.O.N. OVERHANGS SHALL BE SQUARE CUT. 5. NEW ROOFING SHALL BE ARCHITECTURAL SHINGLES UNLESS OTHERWISE NOTES - SELCTION BY BUILDER. 6. HEADER AND BEAM SIZES TO BE DETERMINED BY STRUCTURAL ENGINEER. 7. CONTRACTOR TO PROVIDE SOFFIT AND ROOF VENTING AS REQUIRED TO MEET MANUFACTURER SPECIFICATIONS AND LOCAL CODE REQUIREMENTS. 8. 8" HEEL AT ALL RAFTER/TRUSSES U.O.N. 9. EXTERIOR DIMENSIONS TO SHEATHING OVER 2X6 STUDS (SHEATHING FLUSH W/ FOUNDATION). EXTERIOR DIMENSION TO MASONRY FLUSH WITH FOUNDATION. 10. ATTIC INSULATION TO BE AS INDICATED PER SHEET SERIES A300's. 11. SEALED ATTICS, NO VENTILATION REQUIRED. 12. VENT CALCULATIONS ARE VOID IF BUILDER OPTS FOR THE USE OF OPEN CELLED "ICYNENE" SPRAY FOAM INSULATION IN THE ATTIC SPACES. NO ROOF OR SOFFIT VENTS WILL BE REQUIRED AS THE ATTICS WILL BE CONDITIONED. BUILDER TO PROVIDE REQUIRED PRODUCT APPROVALS AND ENERGY FORMS. 13. NEW ROOF SHALL BE CONVENTIONAL FRAMING AND/OR PRE-MANUFACTURERED TRUSSES, U.O.N. 14. FRAMING LUMBER SHALL BE #2 SP OR BETTER. 15. TRUSS ENGINEER TO ADD HEELS AS REQUIRED TO PLAN FASCIAS AT OPPOSING PITCHES. 16. INSTALL ROOF VENTS PER MANUFACTURER WRITTEN INSTRUCTIONS PER FBC SECTION R806. 17. INSTALL TWO (2) LAYERS OF FELT AT ALL ROOF SECTIONS WITH A 3:12 ROOF PITCH OR LESS, U.O.N. RIGID FOAM INSULATION BOARD ATTIC NOTES: 1. VENT CALCULATIONS ARE VOID IF BUILDER OPTS FOR THE USE OF RIGID FOAM INSULATION BOARD IN THE - NO ROOF OR SOFFIT VENTS WILL BE REQUIRED AS THE ATTICS WILL BE CONDITIONED - BUILDER TO PROVIDE REQUIRED PRODUCT APPROVAL AND ENERGY FORMS. 2. OPT. DEHUMIDIFIER SYSTEM - SELECTION BY BUILDER. 3. THE ROOF CALCULATIONS ARE BASED ON THE SOFT. OF THE CONDITIONED SPACE AND COVERED PORCH. ROOF INSULATION NOTES: 1. TWO (2) LAYERS OF RIGID FOAM INSULATION ALL JOINTS STAGGERED. 2. OUTERMOST LAYER SHALL BE 2" FOIL FACED XPS RIGID FOAM INSULATION. 3. INNER LAYER SHALL BE 1 1/2" THICK XPS RIGID FOAM INSULATION. 4. FLORIDA RESIDENTIAL BUILDING CODE AND ENERGY CONSERVATION CODE, THE MINIMUM CONTRIBUTION OF THE USE OF RIGID FOAM INSULATION BOARDS SHALL BE AT LEAST 40% OF TOTAL R-VALUE AT ROOF. ALL AS-BUILT AND NEW CONSTRUCTION DIMENSIONS ARE SUBJECT TO VERIFICATION IN FIELD -BUILDER IS RESPONSIBLE FOR VERIFICATION ONCE DEMOLITION HAS BEGUN AND PRIOR TO ORDERING PRE-MANUFACTURED TRUSSES, STRUCTURAL MATERIALS, ARCHITECTURAL MATERIALS, AND ALL CONSTRUCTION ELEMENTS. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A140 NEW CONSTRUCTION - LUNDGREN RESIDENCE ROOF PLAN EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1/4" = 1'-0"1 ROOF PLAN NO. DESCRIPTION DATE ROOF FLASHING NOTES: 1.DRIP EDGE FLASHING:A DRIP EDGESHALL BE PROVIDED AT THE EAVES AND GABLE ENDS OF TILED ROOFINGS AND SHALL OVERLAP A MINIMUM OF 3". EAVE DRIP EDGES SHALL EXTEND 1/2" BELOW THE SHEATHING, AND EXTEND BACK ON THE ROOF FOR A MINIMUM OF 2". THE DRIP EDGE SHALL BE FASTENED AMAXIMUM OF 6" ON CENTER. THE DRIP EDGE AT EAVES SHALL BE INSTALLED OVER THE UNDERLAYMENT. THERE SHALL BE A MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. WHERE THE BASIC WIND SPEED PER FIGURE R301.2(4) IS 110 MPH OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET, DRIP EDGES SHALL FASTENED A MAXIMUM OF 4" ON CENTER. INSTALL A MINIMUM 8" WIDE ANTI-PONDING METAL FLASHING TOENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL TOP EDGE OF FLANGE ON TOP ROOF. THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE 1 OR TYPE 2, OR ASTM D4869 TYPE 1 OR TYPE 2. THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING MEANS,STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY. UNDERLAYMENT SHALL OVERLAP A MINIMUM OF 19' AND BE FASTENED AT 36" ON CENTER MAXIMUM. 2.VALLEY FLASHING:ALL VALLEY FLASHING IS TO BE INSTALLED PER MANUFACTURER INSTALLATION GUIDE OR SPECIFICATIONS PRIOR TO INSTALLING FINISHED ROOFING TILES. (a)FOR CLOSED VALLEY INSTALLATION, INSTALL CLOSED VALLEY METAL, A MINIMUM WIDTH OF 16" - 24" WITH A MINIMUM 2 1/2" HIGH CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS OR A RIBBED DESIGN WITH 1" CENTER DIVERTER, A MINIMUM OF (4) 3/8" RIBS SPACED 3 1/2" WITH (3) 3/4" FLANGE. LAP JOINTS A MIMUM OF 6" AND APPLY A COATING OR SEPARATOR SHEET. (b) FOR OPEN VALLEYS INSTALLATION, INSTALL OPEN VALLEY WITH A MINIMUM OF 16" TO 24" WITH A MINIMUM OF 1" HIGH TWIN CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS. LAP JOINTS A MINIMUM OF 6" AND APPLY A COATING OR SEPARATOR SHEET. (c) OPTION OF UTILIZING VALLEY METAL WITH RETURNS, FIRSTLY, SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL, CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAIL THROUGH METAL STRIP. SECONDLY, TRIM METAL AT ALL VALLEY/RIDGE JUNCTIONS, ENSURING WATER SHEDDING CAPABILITIES INTO THE VALLEY. THIRD, INSTALL LEAD SOAKER AT ALL VALLEY/RIDGE JUNCTIONS, TURN LEAD UP A MINIMUM OF 1" TO CREATE A WATER DIVERTER, ENSURING WATER SHEDDING CAPABILITIES ONTO THE VALLEY. LASTLY, THE OUTER EDGE OF THE VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE A MINIMUM OF 1" AND CENTER OF VALLEY FLASHING SHALL EXTEND A MINIMUM OF 2" BEYOND DRIP EDGE. 3.RIDGE FLASHING:AT THE RIDGE LINE, APPLY THE FINAL LAYER OF UNDERLAYMENT BY FOLDING THE UNDERLAYMENT OVER THE RIDGE AND FASTEN AT 36 INCHES ON CENTER MACIMUM AT THE OPPOSITE SIDE OF THE ROOF. CONTINUE TO REPEAT THE PROCESS AT THE OPPOSITE SIDE OF THE ROOF. UPON COMPLETION, THERE SHALL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE RIDGE. 4.HIP FLASHING:AT THE HIP LINE, APPLY THE FINAL LAYER OF UNDERLAYMENT BY FOLDING THE UNDERLAYMENT OVER THE HIP LINE AND FASTEN AT 36 INCHES ON CENTER MACIMUM AT THE OPPOSITE SIDE OF THE ROOF. CONTINUE TO REPEAT THE PROCESS AT THE OPPOSITE SIDE OF THE ROOF. UPON COMPLETION, THERE SHALL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. 5.CRICKETS AND SADDLES FLASHING:A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE OF ANY CHIMNEY GREATER THAN (30) INCHES (762 mm) WIDE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON THE MAIN ROOF. 6.BASE AND COUNTER FLASHING:BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR A CONTINUOUS METAL - MIN. 4 INCH BY 4 INCH "L" FLASHING SHALL BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL, AND OVER THE UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6 INCHES (152 mm) ON CENTER WITH APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4 INCHES (102 mm), FLL SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF THE ROOF TO ENSURE WATER- SHEDDING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP THE HORIZONTAL FLANGE, AND SHALL BE SET IN APPROVED FLASHING CEMENT. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL PROVIDED IN SECTION R905.2.8.1 OR MINERAL SURFACE ROLL ROOFING, WEIGHTING A MINIMUM OF (77) POUNDER PER ( 100) SQUARE FEET (3.76 kg/m2). COUNTER FLASHING SHALL BE CORROSION-RESISTANT METAL WITH A MINIMUM THICKNESS PROVIDED IN TABLE 903.1 IN THE FLORIDA BUILDING CODE 2015 5TH EDITION. NOTE: REFER TO THE FLORIDA ROOFING, SHEET METAL AND AIR CONDITIONING CONTRACTORS (FRSA), CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL FOR MORE INFORMATION. 1 1 2 4 3 5 6 CONTINUOUS CLEAT, FASTEND 6" O.C. MAXIMUM4" MIN.4" MIN. 1/4" HEM KEMPEROL FIELD MEMBRANE -TURN DOWN VERTICAL FACE OF WALL FASTENERS 4" O.C. STAGGERED 1" KEMPEROL MEMBRANE FLASHING -EXTEND FULL WIDTH OF FLANGE AND 4" MINIMUM ONTO KEMPEROL FIELD MEMBRANE METAL DRIP EDGE -PRIME FLANGE 8" KEMPEROL MEMBRANE STRIP OVER METAL JOINTS (OPTIONAL) FACE OF SHEATHING G.C. "Z" BAR FLASHING INSTALLED PRIOR TO AND UNDER PAPER BACK METAL LATH OR SIMILAR CONT. P.T. 1X4 METAL FLASHING INSTALLED ON TOP OF ROOF FELT OR PEEL AND STICK MEMBRANE AND PRIOR TO TILES ROOFING MATERIAL PER ROOF PLAN TO BE COORDINATED BY BUILDER, EDGES AND PENETRATIONS TO BE SEALED WITH ROOFING CEMENT OVER 30# FELT OR PEEL AND STICK MEMBRANE ON STRUCTURAL FRAMING NOTE: ROOF SLOPES MEETS WALL FACE OF SHEATHING G.C. "Z" BAR FLASHING INSTALLED PRIOR TO AND UNDER PAPER BACK METAL LATH OR SIMILAR CONT. P.T. 1X4 8" WIDE CONTINUOUS ROLL FLASHING NAILED TO SIDE OF 1X4 AND FACE OF ROOF SHEATHING INSTALLED PRIOR TO ROOF FELT OR PEEL AND STICK MEMBRANE AND SHINGLES ROOFING MATERIAL PER ROOF PLAN TO BE COORDINATED BY BUILDER, EDGES AND PENETRATIONS TO BE SEALED WITH ROOFING CEMENT OVER 30# FELT OR PEEL AND STICK MEMBRANE ON STRUCTURAL FRAMING ROOFING MATERIAL PER ROOF PLAN TO BE COORDINATED BY BUILDER, EDGES AND PENETRATIONS TO BE SEALED WITH ROOFING CEMENT OVER 30# FELT OR PEEL AND STICK MEMBRANE ON STRUCTURAL FRAMING METAL VALLEY FLASHING ICE AND WATER SHIELD STRIP FLASHING EXTERIOR FINISH PER PLAN OUTSIDE FACE OF EXTERIOR WALL 2" HOLD BACK FASCIA AND DRIP EDGE 2" FROM FACE OF WALL FASCIA ROOFING PER SPECIFICATIONS KICK-OUT SEE ELEVATION EXTERIOR STUDMETAL DRIP EDGE FASCIA ROOF SHEATHING (WRB) OVERLAPS THE 5X5 FLASHING 5X5 FLASHING WITH KICK-OUT TO SHED WATER AWAY FROM HOUSE (WRB) WEATHER RESISTANT BARRIER EXTERIOR WALL SHEATHING OUTSIDE FACE OF EXTERIOR WALL 2" 1 1 6 METAL DRIP EDGE 26 GUAGE GALVANIZED N.T.S. "Z" FLASHING 29 GUAGE GALVANIZED N.T.S. 5X5 GALVANIZED FLASHING 26 GUAGE GALVANIZED N.T.S. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A150 NEW CONSTRUCTION - LUNDGREN RESIDENCE FLASHING LOCATION DIAGRAM, DETAILS, AND NOTES EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1/4" = 1'-0"1 ROOF FLASHING LOCATIONS DIAGRAM SCALE: 12" = 1'-0"2 DRIP EDGE FLASHING DETAIL SCALE: 3" = 1'-0"3 HEADWALL FLASHING DETAIL SCALE: 3" = 1'-0" 4 SIDEWALL FLASHING DETAIL SCALE: 3" = 1'-0" 5 VALLEY FLASHING DETAIL SCALE: 1 1/2" = 1'-0" 6 KICK-OUT FLASHING DETAILS NO. DESCRIPTION DATE EXTERIOR ELEVATION NOTES: 1. ALL FINISHES, COLORS, ETC. TO BE COORDINATED W/ OWNER PRIOR TO PURCHASE AND/OR INSTALLATION. 2. OWNER APPROVAL SHALL BE OBTAINED PRIOR TO ANY FIELD CHANGE, SUBSTITUTION, OR ALTERATION FROM APPROVED DESIGN. 3. ALL INTERIOR AND EXTERIOR ARCHITECTURAL ACCENTS, FINISHES, ETC. SHALL BE OF LIKE MATERIAL, COLOR, AND FINISH UNLESS APPROVED BY OWNER FOR DEVIATION FROM OWNER SELECTION. 4. U.N.O. ALL EXTERIOR TRIM SHALL BE AS FOLLOWS...HARDIE TRIM. A. HEADS: (5/4 SMOOTH) 1x6 B. SILL: (5/4 SMOOTH) 1x6 C. JAMBS: (5/4 SMOOTH) 1x4 D. SOFFIT BAND: (5/4 SMOOTH) 1x8 E. CORNER TRIM: (5/4 SMOOTH) 1x4 5. PROVIDE DOWNSPOUTS AS REQ. BY OWNER. RUN TO UNDERGROUND DRAINAGE PIPING AND RUN TO DAYLIGHT. 6. WHERE ABOVE GROUND UTILITIES OCCUR, ROUTE INTO THE NEW STRUCTURE IN A NEAT AND ORDERLY MANNER. 7. COORDINATE FINISH HEIGHTS WITH WALL SECTIONS AND DETAILS CONTAINED IN THE ENTIRE SET OF DRAWINGS. VERIFY ALL DISCREPANCIES WITH OWNER AND DESIGNER. NEW ARCHITECTURAL SHINGLES AS REQUIRED PER MANUFACTURER SPECIFICATIONSN TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES TOP SLAB EL. = 0'-0" LEVEL 1 BEARING EL. = 10'-3" TOP OF ROOF EL. = 20'-4" 5 12 5 12 APPROXIMATE LOCATION A/C CONDENSER UNIT 1 5 12 5 12 5 12 TOP OF ROOF EL. = 15'-6 1/2" TOP OF ROOF EL. = 18'-1 1/2" TOP OF ROOF EL. = 15'-11 1/4" SQUARE CUT FASCIA AND VINYL VENTED SOFFIT (VENTED) OR CEMENT BOARD (NON-VENTED) STEP DOWN TO PORCH SEE PLAN STYLE OF EXTERIOR DOORS AND WINDOWS TO BE DISCUSSED BY BUILDER, TYPICAL AT ALL LOCATIONS SIDING AND CORNER TRIM (INSTALL PER MANUFACTURERS SPECS) -COLOR TBD BY BUILDER LEVEL 1 BEARING EL. = 12'-3" LEVEL 1 BEARING EL. = 14'-3"2'-2"1'-4 3/4" DECORATIVE BRACKET TO BE DISCUSSED WITH OWNER / CONTRACTOR TYPICAL 1'-6" STYLE OF SHUTTER TO BE DISCUSSED BY BUILDER TYPICAL AT ALL LOCATIONS SIDING AND CORNER TRIM (INSTALL PER MANUFACTUERS SPECS) -COLOR TBD BY BUILDER SQUARE CUT FASCIA AND VINYL VENTED SOFFIT (VENTED) OR CEMENT BOARD (NON-VENTED) NEW ARCHITECTURAL SHINGLES AS REQUIRED PER MANUFACTURER SPECIFICATIONSN TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES 5 12 TOP SLAB EL. = 0'-0" LEVEL 1 BEARING EL. = 10'-3" 5 12 TOP OF ROOF EL. = 20'-4" 5 12 STYLE OF EXTERIOR DOORS AND WINDOWS TO BE DISCUSSED BY BUILDER, TYPICAL AT ALL LOCATIONS TOP OF ROOF EL. = 15'-6 1/2"6"TYPICAL 1'-6" STYLE OF SHUTTERS TO BE DISCUSSED BY BUILDER APPROXIMATE LOCATION A/C CONDENSER UNIT 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A201 NEW CONSTRUCTION - LUNDGREN RESIDENCE EXTERIOR ELEVATIONS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024SCALE: 1/4" = 1'-0"1 FRONT ELEVATION SCALE: 1/4" = 1'-0"2 RIGHT ELEVATION NO. DESCRIPTION DATE EXTERIOR ELEVATION NOTES: 1. ALL FINISHES, COLORS, ETC. TO BE COORDINATED W/ OWNER PRIOR TO PURCHASE AND/OR INSTALLATION. 2. OWNER APPROVAL SHALL BE OBTAINED PRIOR TO ANY FIELD CHANGE, SUBSTITUTION, OR ALTERATION FROM APPROVED DESIGN. 3. ALL INTERIOR AND EXTERIOR ARCHITECTURAL ACCENTS, FINISHES, ETC. SHALL BE OF LIKE MATERIAL, COLOR, AND FINISH UNLESS APPROVED BY OWNER FOR DEVIATION FROM OWNER SELECTION. 4. U.N.O. ALL EXTERIOR TRIM SHALL BE AS FOLLOWS...HARDIE TRIM. A. HEADS: (5/4 SMOOTH) 1x6 B. SILL: (5/4 SMOOTH) 1x6 C. JAMBS: (5/4 SMOOTH) 1x4 D. SOFFIT BAND: (5/4 SMOOTH) 1x8 E. CORNER TRIM: (5/4 SMOOTH) 1x4 5. PROVIDE DOWNSPOUTS AS REQ. BY OWNER. RUN TO UNDERGROUND DRAINAGE PIPING AND RUN TO DAYLIGHT. 6. WHERE ABOVE GROUND UTILITIES OCCUR, ROUTE INTO THE NEW STRUCTURE IN A NEAT AND ORDERLY MANNER. 7. COORDINATE FINISH HEIGHTS WITH WALL SECTIONS AND DETAILS CONTAINED IN THE ENTIRE SET OF DRAWINGS. VERIFY ALL DISCREPANCIES WITH OWNER AND DESIGNER. SQUARE CUT FASCIA AND VINYL VENTED SOFFIT (VENTED) OR CEMENT BOARD (NON-VENTED) TOP OF ROOF EL. = 20'-4" TOP SLAB EL. = 0'-0" LEVEL 1 BEARING EL. = 10'-3" 5 12 5 12 NEW ARCHITECTURAL SHINGLES AS REQUIRED PER MANUFACTURER SPECIFICATIONSN TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES 6X6 WRAPPED TO 8" WITH 12" BASE -10" CAPSTEP DOWN TO PORCH SEE PLAN STYLE OF EXTERIOR DOORS AND WINDOWS TO BE DISCUSSED BY BUILDER, TYPICAL AT ALL LOCATIONS SIDING AND CORNER TRIM (INSTALL PER MANUFACTURERS SPECS) -COLOR TBD BY BUILDER STYLE OF SHUTTER TO BE DISCUSSED BY BUILDER TYPICAL AT ALL LOCATIONS TYPICAL 1'-6" 5 12 5 12 SIDING AND CORNER TRIM (INSTALL PER MANUFACTUERS SPECS) -COLOR TBD BY BUILDER TOP OF ROOF EL. = 20'-4" TOP OF ROOF EL. = 18'-1 1/2" 5 12 TOP OF ROOF EL. = 15'-11 1/4" TOP OF ROOF EL. = 15'-6 1/2" STYLE OF EXTERIOR DOORS AND WINDOWS TO BE DISCUSSED BY BUILDER, TYPICAL AT ALL LOCATIONS SQUARE CUT FASCIA AND VINYL VENTED SOFFIT (VENTED) OR CEMENT BOARD (NON-VENTED) TOP SLAB EL. = 0'-0" LEVEL 1 BEARING EL. = 10'-3" LEVEL 1 BEARING EL. = 12'-3"6"DECORATIVE BRACKET TO BE DISCUSSED WITH OWNER / CONTRACTOR2'-2"1'-4 3/4"STYLE OF SHUTTER TO BE DISCUSSED BY BUILDER TYPICAL AT ALL LOCATIONS NEW ARCHITECTURAL SHINGLES AS REQUIRED PER MANUFACTURER SPECIFICATIONSN TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES TYPICAL 1'-6" 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A202 NEW CONSTRUCTION - LUNDGREN RESIDENCE EXTERIOR ELEVATIONS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1/4" = 1'-0" 1 REAR ELEVATION SCALE: 1/4" = 1'-0"2 LEFT ELEVATION NO. DESCRIPTION DATE INSULATION NOTES: 1. PROVIDE R-38 BATT INSULATION AT ALL ROOFS. 2. PROVIDE R-19 BATT INSULATION AT ALL EXTERIOR/GARAGE 2X6 WALLS. 3. PROVIDE R-7.5 MINIMUM RIGID INSULATION AT ALL EXTERIOR CMU WALLS. 3. PROVIDE 24" WIDE 2" THICK RIGID INSULATION AT ALL SLABS AT WALKOUT CONDITIONS. 4. FOAM SEAL ALL JOINTS AND OPENINGS. TYPICAL WALL SECTION NOTES / AS REQUIRED: 1. PROVIDE WATERPROOFING MEMBRANE AT ALL ELEVATION CHANGES. USE PERMA-CRETE INTERIOR/EXTERIOR ARCRLYIC MASONRY SURFACE SEALER OR EQUIVALENT, TYPICAL. 2. IN THE EVENT THAT THE FOUNDATION IS LOCATED IN A FLOOD ZONE, PROVIDE PROPER FLOOD VENTS AT STEM WALLS PER STRUCTURAL DRAWINGS, FLORIDA BUILDING CODE AND LOCAL MUNICIPALITIES. 3. BUILDER TO PROVIDE ALL PRODUCT APPROVAL SHEETS. CONC. SLAB G R A D E E L E V A T I O N EXTERIOR INTERIOR PER PLAN 12 NEW ARCHITECTURAL SHINGLES TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER 5/8" ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES 1/2" OR 5/8" GYPSUM BOARD AT CEILING JOIST, TYP. 1x FURRING STRIPS AT 16" O.C. GYPSUM BD. MIN. OVER FURRING STRIPS NOTES: 1.IN THE EVENT THAT THE FOUNDATION IS LOCATED IN A FLOOD ZONE, PROVIDE PROPER FLOOD VENTS OR BREAK AWAY FRAMING PER STRUCTURAL DRAWINGS, FLORIDA BUILDING CODE AND LOCAL MUNICIPALITIES. 2.PROVIDE WATERPROOFING MEMBRAINE AT ALL ELEVATION CHANGES. USE PERMA-CRETE INTERIOR/EXTERIOR ACRYLIC MASONRY SURFACE SEALER OR EQUIVALENT, TYPICAL. 3.BUILDER TO PROVIDE ALL PRODUCT APPROVAL NUMBERS BLOCKING8" HEEL8" HEEL BLOCKING PLUMB CUT FASCIA WITH ALUMINUM DRIP EDGE AND SOFFIT TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS OVER 1X DRIP FASCIA OVER P.T. 1X6 SUB FASCIA EXISTING FOUNDATION ATTIC SPACE R-38 BATT INSULATION G.C. TO COORDIANTE WITH ENERGY CALCULATIONS MASONRY WALL LIQUID MEMBRANE MOISTURE BARRIER (CLASS lll VAPOR RETARDER) APPLY PER MANUFACTURERS INSTRUCTION AIR AND WATER BARRIER SEALANT 3/4" REFLECTIVE AIR SPACE BETWEEN THE INSULATION FOIL AND FURRING STRIPS FIRESTOP CONCRETE TIE BEAM, SEE STRUCTURAL CONTINUOUS BEAD OF SEALANT UNDERLAYMENT PER LATEST FBC OVERHANG PER ROOF PLAN (VENTED VINYL SOFFIT IF VENTED. FOR NON VENTED, USE CEMENT BOARD SOFFITS) NO SEALANT BETWEEN SIDING AND FLASHING CONTINUOUS START STRIP OVER FLASHING INSTALLED PER MANUFACTURERS INSTRUCTIONS CLEARANCE1/4"1X6 TRIM WITH VENTED CEMENT BOARD SOFFITS (NON-VENTED) CONTINUOUS EAVE TRIM HEIGHT MAY VARY VAPOR-PERMEABLE WEATHER BARRIER (HOUSE WRAP) 1x FURRING STRIPS AT 16" O.C. 3/4" REFLECTIVE AIR SPACE 1 1/2" RIGID XPS INSULATION POLYISO BOARD WITH A FOIL BACKING (SEE OPTIONAL INTERIOR WALL SYSTEM) BOARD AND BATTEN VINYL EXTERIOR SIDING AND TRIM OVER APPROVED HOUSEWRAP INSTALLED PER MANUFACTURERS WRITTEN SPECIFICATIONS, TO BE SELECTEC BY OWNER / BUILDER -U.O.N. ON ELEVATION OPTIONAL INTERIOR WALL SYSTEM: 1.OWNER / BUILDER INTERIOR WALL SYSTEM OPTION; 4'-0" X 10'-0" INSOFAST 2 1/2" EXTERIOR EXI FOAM PANELS R10.5 ON CMU WALLS. 2.PER NOTE 1) ABOVE, OWNER / BUILDER SHALL INSTALL PER MANUFACTURERS WRITTEN SPECIFICATIONS. 3.OWNER / BUILDER SHALL MEET MINIMUM R-VALUE WALL ASSEMBLY PER THE LATEST FLORIDA ENERGY EFFICIENCY CODE FLOR BUILDING CONSTRUCTION. G R A D E E L E V A T I O N VINYL CEILING OVER TRUSS TO BE DISCUSSED BY BUILDER NOTE: 1.6" MINIMUM DIMENSION CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND GRADE AND 4" MINIMUM CLEARANCE TERMITE INSPECTION ZONE ABOVE SLAB. 2.GENERAL CONTRACTOR TO PROVIDE FLORIDA PRODUCT APPROVAL INFORMATION ON SHINGLES, FLASHING AND VAPOR BARRIER. INSTALL PER CODE AND MANUFACTURER SPECIFICATIONS.BLOCKING8" HEELINSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 FOUNDATION PER STRUCTURAL TREATED AND DEBRIS FREE SOIL FILL ATTIC SPACE R-38 BATT INSULATION G.C. TO COORDIANTE WITH ENERGY CALCULATIONS INSTALL VAPOR BARRIER IN ACCORDANCE WITH ASTM E 1643-98 VARIESHEEL BLOCKINGHEADER BEAM SEE STRUCTURAL 6X6 WRAPPED TO 12", TYPICAL 10" BASE -16" CAP (SEE STRUCTURAL) 1/8" PER FT. CONC. SLAB (SEE STRUCTURAL)SEE PLANINTERIOR CEILING HEIGHTCONC. SLAB EXTERIOR INTERIOR 1/2" OR 5/8" GYPSUM BOARD AT CEILING JOIST, TYP. 1x FURRING STRIPS AT 16" O.C. GYPSUM BD. MIN. OVER FURRING STRIPS MASONRY WALL LIQUID MEMBRANE MOISTURE BARRIER (CLASS lll VAPOR RETARDER) APPLY PER MANUFACTURERS INSTRUCTION AIR AND WATER BARRIER SEALANT 3/4" REFLECTIVE AIR SPACE BETWEEN THE INSULATION FOIL AND FURRING STRIPS FIRESTOP CONCRETE TIE BEAM, SEE STRUCTURAL CONTINUOUS BEAD OF SEALANT UNDERLAYMENT PER LATEST FBC NO SEALANT BETWEEN SIDING AND FLASHING CONTINUOUS START STRIP OVER FLASHING INSTALLED PER MANUFACTURERS INSTRUCTIONS VAPOR-PERMEABLE WEATHER BARRIER (HOUSE WRAP) 1x FURRING STRIPS AT 16" O.C. 3/4" REFLECTIVE AIR SPACE BETWEEN THE INSULATION FOIL AND FURRING STRIPS 1 1/2" RIGID XPS INSULATION POLYISO BOARD WITH A FOIL BACKING (SEE OPTIONAL INTERIOR WALL SYSTEM) CONTINUOUS EAVE TRIM HEIGHT MAY VARY PER PLAN 12 NEW ARCHITECTURAL SHINGLES TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER 5/8" ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES 8" HEEL BLOCKING PLUMB CUT FASCIA WITH ALUMINUM DRIP EDGE AND SOFFIT TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS OVER 1X DRIP FASCIA OVER P.T. 1X6 SUB FASCIA 6"BOARD AND BATTEN VINYL EXTERIOR SIDING AND TRIM OVER APPROVED HOUSEWRAP INSTALLED PER MANUFACTURERS WRITTEN SPECIFICATIONS, TO BE SELECTEC BY OWNER / BUILDER -U.O.N. ON ELEVATION OPTIONAL INTERIOR WALL SYSTEM: 1.OWNER / BUILDER INTERIOR WALL SYSTEM OPTION; 4'-0" X 10'-0" INSOFAST 2 1/2" EXTERIOR EXI FOAM PANELS R10.5 ON CMU WALLS. 2.PER NOTE 1) ABOVE, OWNER / BUILDER SHALL INSTALL PER MANUFACTURERS WRITTEN SPECIFICATIONS. 3.OWNER / BUILDER SHALL MEET MINIMUM R-VALUE WALL ASSEMBLY PER THE LATEST FLORIDA ENERGY EFFICIENCY CODE FLOR BUILDING CONSTRUCTION. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A301 NEW CONSTRUCTION - LUNDGREN RESIDENCE BUILDING SECTIONS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1" = 1'-0"1 SIDING - SECTION AT WALL SCALE: 1" = 1'-0"2 SIDING - SECTION AT PORCH WALL ASSEMBLY R-VALUE 1.BOARD AND BATTEN VINYL SIDING AND HOUSEWRAP = R-0.5 2.6" MASONRY WALL = R-1 3.1 1/2" RIGID XPS INSULATION = R-7.5 4.POLYISO BOARD WITH FOIL BACKING = R-9 5.3/4" REFLECTIVE AIR SPACE = R-2 6.GYPSUM WALLBOARD = R-0.5 TOTAL WALL R-VALUE = R-20.5 ROOF ASSEMBLY R-VALUE 1.ARCHITECTURAL SHINGLES AND UNDERLAYMENT = R-0.5 2.23/32" PLYWOOD SHEATHING = R-0.9 3.2" RIGID XPS INSULATION BOARD = R-10 4.1 1/2" RIGID XPS INSULATION BOARD = R-7.5 5.ZIP SYSTEM SHEATHING = R-0.6 6.12" BATT INSULATION = R-38 TOTAL ROOF R-VALUE = R-57 WALL ASSEMBLY R-VALUE 1.BOARD AND BATTEN VINYL SIDING AND HOUSEWRAP = R-0.5 2.6" MASONRY WALL = R-1 3.1 1/2" RIGID XPS INSULATION = R-7.5 4.POLYISO BOARD WITH FOIL BACKING = R-9 5.3/4" REFLECTIVE AIR SPACE = R-2 6.GYPSUM WALLBOARD = R-0.5 TOTAL WALL R-VALUE = R-20.5 ROOF ASSEMBLY R-VALUE 1.ARCHITECTURAL SHINGLES AND UNDERLAYMENT = R-0.5 2.23/32" PLYWOOD SHEATHING = R-0.9 3.2" RIGID XPS INSULATION BOARD = R-10 4.1 1/2" RIGID XPS INSULATION BOARD = R-7.5 5.ZIP SYSTEM SHEATHING = R-0.6 6.12" BATT INSULATION = R-38 TOTAL ROOF R-VALUE = R-57 NO. DESCRIPTION DATE 1/2" OR 5/8" GYPSUM BOARD AT CEILING JOIST, TYP. FIRESTOP LAP SIDING WITH TRIM OR SIMILAR OVER APPROVED HOUSEWRAP INSTALLED PER MANUFACTURER WRITTEN SPECIFICATIONS U.O.N. REFER TO ELEVATIONS FOR LOCATION OF MATERIALS (MATCH EXISTING IF REQUIED) 6 MIL MOISTURE BARRIER WALL SHEATHING SUBSTRATE OVER 2X STUDS OR TRUSS (REFER TO STRUCTURAL) NO SEALANT BETWEEN SIDING AND FLASHING CONTINUOUS START STRIP OVER FLASHING INSTALLED PER MANUFACTURERS INSTRUCTIONS SIDING (WOOD OR VINYL) NEW ARCHITECTURAL SHINGLES TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER 5/8" ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES ATTIC SPACE R-38 BATT INSULATION G.C. TO COORDIANTE WITH ENERGY CALCULATIONS PLUMB CUT FASCIA WITH ALUMINUM DRIP EDGE AND SOFFIT TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS OVER 1X DRIP FASCIA OVER P.T. 1X6 SUB FASCIA CONTINUOUS BEAD OF SEALANT ATTIC SPACE R-38 BATT INSULATION G.C. TO COORDIANTE WITH ENERGY CALCULATIONS PRE-ENGINEERED TRUSS REFER TO STRUCTURAL (SEE NOTE 4) WALL SHEATHING SUBSTRATE OVER 2X STUDS OR TRUSS (REFER TO STRUCTURAL) SIDING (WOOD OR VINYL) NEW ARCHITECTURAL SHINGLES TYPICAL WITH 30# FELT UNDERLAYMENT AND PLYWOOD WOOD DECK OVER TWO (2) LAYERS OF RIGID FOAM BOARD INSULATION OVER 5/8" ZIP SYSTEM ROOF SHEATHING AND PRE-ENGINEERED TRUSSES ATTIC SPACE R-38 BATT INSULATION G.C. TO COORDIANTE WITH ENERGY CALCULATIONS PLUMB CUT FASCIA WITH ALUMINUM DRIP EDGE AND SOFFIT TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS OVER 1X DRIP FASCIA OVER P.T. 1X6 SUB FASCIA PRE-ENGINEERED TRUSS REFER TO STRUCTURAL (SEE NOTE 4) OVERHANG PER ROOF PLAN (NON VENTED CEMENT BOARD SOFFITS TO MATCH EXISTING (F.V. & COORD.) NEW MOLDING OR TRIM CONTINUE TRIM HEIGHT MAY VARY WALL SECTION WITH OVERHANG CONTRACTORS OPTION CONC. SLAB G R A D E E L E V A T I O N EXTERIOR INTERIOR 1x FURRING STRIPS AT 16" O.C. GYPSUM BD. MIN. OVER FURRING STRIPS NOTES: 1.IN THE EVENT THAT THE FOUNDATION IS LOCATED IN A FLOOD ZONE, PROVIDE PROPER FLOOD VENTS OR BREAK AWAY FRAMING PER STRUCTURAL DRAWINGS, FLORIDA BUILDING CODE AND LOCAL MUNICIPALITIES. 2.PROVIDE WATERPROOFING MEMBRAINE AT ALL ELEVATION CHANGES. USE PERMA-CRETE INTERIOR/EXTERIOR ACRYLIC MASONRY SURFACE SEALER OR EQUIVALENT, TYPICAL. 3.BUILDER TO PROVIDE ALL PRODUCT APPROVAL NUMBERS. 4.REFER TO SHEET A301 IF TRUSSES ARE SPANNING IN OPPOSITE DIRECTION. EXISTING FOUNDATION MASONRY WALL LIQUID MEMBRANE MOISTURE BARRIER (CLASS lll VAPOR RETARDER) APPLY PER MANUFACTURERS INSTRUCTION AIR AND WATER BARRIER SEALANT 3/4" REFLECTIVE AIR SPACE BETWEEN THE INSULATION FOIL AND FURRING STRIPS CONCRETE TIE BEAM, SEE STRUCTURAL UNDERLAYMENT PER LATEST FBC NO SEALANT BETWEEN SIDING AND FLASHING CONTINUOUS START STRIP OVER FLASHING INSTALLED PER MANUFACTURERS INSTRUCTIONS CLEARANCE1/4"CONTINUOUS EAVE TRIM HEIGHT MAY VARY VAPOR-PERMEABLE WEATHER BARRIER (HOUSE WRAP) 1x FURRING STRIPS AT 16" O.C. 3/4" REFLECTIVE AIR SPACE BETWEEN THE INSULATION FOIL AND FURRING STRIPS 1 1/2" RIGID XPS INSULATION POLYISO BOARD WITH A FOIL BACKING (SEE OPTIONAL INTERIOR WALL SYSTEM) BOARD AND BATTEN VINYL EXTERIOR SIDING AND TRIM OVER APPROVED HOUSEWRAP INSTALLED PER MANUFACTURERS WRITTEN SPECIFICATIONS, TO BE SELECTEC BY OWNER / BUILDER -U.O.N. ON ELEVATION SIDING ON TOP OF MASONRY WALL OPTIONAL INTERIOR WALL SYSTEM: 1.OWNER / BUILDER INTERIOR WALL SYSTEM OPTION; 4'-0" X 10'-0" INSOFAST 2 1/2" EXTERIOR EXI FOAM PANELS R10.5 ON CMU WALLS. 2.PER NOTE 1) ABOVE, OWNER / BUILDER SHALL INSTALL PER MANUFACTURERS WRITTEN SPECIFICATIONS. 3.OWNER / BUILDER SHALL MEET MINIMUM R-VALUE WALL ASSEMBLY PER THE LATEST FLORIDA ENERGY EFFICIENCY CODE FLOR BUILDING CONSTRUCTION. DOUBLE 2x PLATE @ TOP OF WALL CONNECTION TO DECK/ROOF ABOVE, IF EXISTING (F.V.) BATT INSULATION 2x WALL STUDS AT 16" O.C. 2x BLOCKING AT 48" O.C. MAX. BASE BOARDS PER OWNER SELECTION 2x BASE PLATE DESCRIPTION • 2X4 OR 2X6 WOOD STUDS @ 16" O.C. • ONE LAYER 5/8" GYP. BD. EA. SIDE OR 5/8" PVC OR VINYL WALL PANELING TOP OF SUBFLOOR/SLAB INTERIOR INTERIOR WALL BOARD SEE DESCRIPTION 1/2" OR 5/8" GYPSUM BOARD AT CEILING JOIST, TYPICAL TYPICAL WALL SECTION NOTES / AS REQUIRED: 1. PROVIDE WATERPROOFING MEMBRANE AT ALL ELEVATION CHANGES. USE PERMA-CRETE INTERIOR/EXTERIOR ARCRLYIC MASONRY SURFACE SEALER OR EQUIVALENT, TYPICAL. 2. IN THE EVENT THAT THE FOUNDATION IS LOCATED IN A FLOOD ZONE, PROVIDE PROPER FLOOD VENTS AT STEM WALLS PER STRUCTURAL DRAWINGS, FLORIDA BUILDING CODE AND LOCAL MUNICIPALITIES. 3. BUILDER TO PROVIDE ALL PRODUCT APPROVAL SHEETS. BEARING AT FLOOR/CEILING/ ROOF ASSEMBLY DOUBLE 2x PLATE @ TOP OF WALL CONNECTION TO DECK/ROOF ABOVE, IF EXISTING (F.V.) INSULATION 6-MIL POLY VAPOR BARRIER- OPTIONAL VERIFY WITH OWNER WALL BOARD SEE DESCRIPTION 2x WALL STUDS AT 16" O.C. 2x BLOCKING AT 48" O.C. MAX. FELT OVERLAP WHERE OCCURS AT HORIZONTAL TRANSITIONS FIRE RATED WALL BOARD SEE DESCRIPTION BASE BOARDS PER OWNER SELECTION 2x BASE PLATE 3/16". DESCRIPTION • 2X6 WOOD STUDS AY 16" O.C. • ONE LAYER 5/8" GYPSUM INTERIOR SIDE OR 5/8" PVC OR VINYL WALL PANELING. FIRE RATED WALL SHEATHING REFER TO STRUCTURAL INTERIOR GARAGE 1/2" OR 5/8" GYPSUM BOARD AT CEILING JOIST, TYPICAL INSULATION NOTES: 1. PROVIDE R-38 BATT INSULATION AT ALL ROOFS. 2. PROVIDE R-19 BATT INSULATION AT ALL EXTERIOR/GARAGE 2X6 WALLS. 3. PROVIDE R-7.5 MINIMUM RIGID INSULATION AT ALL EXTERIOR CMU WALLS. 3. PROVIDE 24" WIDE 2" THICK RIGID INSULATION AT ALL SLABS AT WALKOUT CONDITIONS. 4. FOAM SEAL ALL JOINTS AND OPENINGS. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A302 NEW CONSTRUCTION - LUNDGREN RESIDENCE BUILDING SECTIONS AND WALL SECTIONS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1" = 1'-0"1 SIDING - SECTION AT WALL WITH ELEVATION > THAN 10'-3" SCALE: 1 1/2" = 1'-0"2 WALL TYPICAL INTERIOR SCALE: 1 1/2" = 1'-0"3 WALL TYPICAL AT GARAGE WALL ASSEMBLY R-VALUE 1.BOARD AND BATTEN VINYL SIDING AND HOUSEWRAP = R-0.5 2.6" MASONRY WALL = R-1 3.1 1/2" RIGID XPS INSULATION = R-7.5 4.POLYISO BOARD WITH FOIL BACKING = R-9 5.3/4" REFLECTIVE AIR SPACE = R-2 6.GYPSUM WALLBOARD = R-0.5 TOTAL WALL R-VALUE = R-20.5 ROOF ASSEMBLY R-VALUE 1.ARCHITECTURAL SHINGLES AND UNDERLAYMENT = R-0.5 2.23/32" PLYWOOD SHEATHING = R-0.9 3.2" RIGID XPS INSULATION BOARD = R-10 4.1 1/2" RIGID XPS INSULATION BOARD = R-7.5 5.ZIP SYSTEM SHEATHING = R-0.6 6.12" BATT INSULATION = R-38 TOTAL ROOF R-VALUE = R-57 NO. DESCRIPTION DATE 1" MAX.DOOR UNDERCUT FINISH FLOOR MIN. 1' - 0"HEADERPER DOORMIN.6"LOUVERED OPENING @ ALL OPENINGS WITH UNDERCUT DOORS NOTE: ALL LOUVERED OPENINGS ABOVE DOOR SHALL BE EQUAL AREA OF THE INSUDE CONDITIONED ROOMS CEILING FRAMING MEMBER OR BOTTOM CHORD OF ROOF TRUSS WALL TOP PLATE WALL FRAMING MEMBER ., UNDERLYING BOARD 7" FOR SINGLE NAILING. 8" TO 12" FOR DOUBLE NAILING OR SCREWS 8" FOR SINGLE NAILING. 11" TO 12" FOR DOUBLE NAILING OR SCREWS GYPSUM BOARD ATTACHED TO WALL FRAMING VERTICAL SECTION, CEILING FRAMING MEMBER PERPENDICULAR TO WALL BLOCKING AS REQUIRED WALL TOP PLATE WALL FRAMING MEMBER .UNDERLYING BOARD 8" FOR SINGLE NAILING. 11" TO 12" FOR DOUBLE NAILING OR SCREWS GYPSUM BOARD ATTACHED TO WALL FRAMING VERTICAL SECTION, CEILING FRAMING MEMBER PERPENDICULAR TO WALL FASTENERS @ CEILING CEILING FRAMING MEMBER OR BOTTOM CHORD OF ROOF TRUSS 5" EXPOSURE NAILS PREVAILING WIND DIRECTION MEMBRANE ROOF VALLEY FLASHING EACH STRIP TO EXTEND AT LEAST 12" BEYOND CENTER OF VALLEY UNDERLAYMENT CAUTION: DO NOT LOCATE NAILS CLOSER THAN 6" TO THE VALLEY CENTERLINE INSTALLED PER MANUFACTURER'S SPECIFICATIONS CEMENT LOCATED UNDER EACH TAB FASTENERS 36".17".19".19".36".19". . WEATHER WATCH WATERPROOFING UNDERLAYMENT SHOULD BE INSTALLED TO A POINT AT LEAST 24" BEYOND INTERIOR WALL LINE WALL LINE WALL LINE MEMBRANE FLASHING DRIP EDGE DRIP EDGE DECK UNDERLAYMENT OVERLAPPED 19" TO PROVIDE DOUBLE COVERAGE ON ROOF DECK 8'-0"4'-0"4'-0"1/2"FLOOR CEILING PANELS WEATHERSTRIPPING AT 1x STOP @ ALL SIDES OF OPENING 1x STOP 24" x 30" PLYWOOD ACCESS PANEL WITH MANUAL ATTACHED INSULATION OSB INSULATION BULKHEAD AT ACCESS OPENING ON ALL SIDES - PROVIDING BLOCKING TO SPAN TRUSSES @ SIZE ON BOTTOM CHORD MIN.8"GRAVITY HOOD SEALANT METAL COLLAR: SEE SPECIFICATIONS FOR MATERIAL AND MIN. THICKNESS MEMBRANE COLLAR ASPHALT SHINGLES MIN. 30-POUND NON-SELF ADHERING, NON-PERFORATED ORGANIC ASPHALT SATURATED ROOFING FELTROOF WOOD MEMBER UNDERLAYMENT UPPER AND SIDE SHINGLES OVERLAP FLANGE AND ARE SET IN ASPHALT ROOF CEMENTPREFORMED FLANGE PLACED OVER PIPE AND SET IN ASPHALT ROOF CEMENT LOWER PART OF FLANGE OVERLAPS LOWER SHINGLES SHINGLE CUT TO FIT OVER PIPE AND SET IN ASPHALT ROOF CEMENT 1/2" GYPSUM BOARD AT CEILING JOIST, TYP. CONCRETE TIE BEAMABOVE TRANSITIONEXTEND WRB MIN. 6"CONTINUOUS BEDDING SEAL UNDER FLASHING 6 MIL WEATHER RESISTING BARRIER (WRB) WRAP WRB AROUND CONCRETE TIE BEAM OVER LIQUID MEMBRANEEXTEND WRB 6"SIDING (WOOD OR VINYL) MASONRY WALL METAL FLASHING NOTE: 1.NO SEALANT BETWEEN SIDING AND FLASHING. 2.REFER TO A301 FOR INFORMATION NOT SHOWN.CLR.1/4"CONTINUOUS BEAD OF SEALANT SHIM UNDER SIDING PRE-ENGINEERED TRUSS REFER TO STRUCTURAL PLUMB CUT FASCIA WITH ALUMINUM DRIP EDGE AND SOFFIT TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS OVER 1X DRIP FASCIA OVER P.T. 1X6 SUB FASCIA REFER TO A150 FOR DRIP EDGE FLASHING DETAIL SEE SHEET SERIES A300 FOR ROOF INFORMATION PRE-ENGINEERED TRUSS REFER TO STRUCTURAL CONTINUOUS SEALANT TYPICALVARY, NAIL OFF UNDER DRIP-EDGEHEIGHT OF TOP TRIM PIECE MAYP.T. WOOD 1x FASCIA BOTTOM TRIM PIECE KEPT STRAIGHT, NAIL OFF AT BOTTOM (LAP AS REQUIRED), TYPICAL NOTE: 1.NO SEALANT BETWEEN SIDING AND FLASHING. 2.REFER TO A301 FOR INFORMATION NOT SHOWN. SIDING (WOOD OR VINYL) WALL SHEATHING SUBSTRATE OVER 2X STUDS OR TRUSS (REFER TO STRUCTURAL) SIDING (WOOD OR VINYL) SEE SHEET SERIES A300 FOR ROOF INFORMATION SEE SHEET SERIES A300 FOR INFORMATION ON INSULATION PLUMB CUT FASCIA WITH ALUMINUM DRIP EDGE AND SOFFIT TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS OVER 1X DRIP FASCIA OVER P.T. 1X6 SUB FASCIA PRE-ENGINEERED TRUSS REFER TO STRUCTURAL OVERHANG PER ROOF PLAN (NON VENTED CEMENT BOARD SOFFITS TO MATCH EXISTING (F.V. & COORD.) NEW MOLDING OR TRIM CONTINUE TRIM HEIGHT MAY VARY WALL SECTION WITH OVERHANG CONTRACTORS OPTION EXISTING CONC. SLAB UNDERLAYMENT PER LATEST FBC EPOXY SEALANT SEALING TAPE BASEBOARD DRAINAGE CHANNEL MASONRY WALL EXISTING FOUNDATION FOUNDATION PER STRUCTURAL STUCCO PARGE COAT OVER FOUNDATION WALL CONC. SLAB AIR AND WATER BARRIER SEALANT UNDERLAYMENT PER LATEST FBC NO SEALANT BETWEEN SIDING AND FLASHING CONTINUOUS START STRIP OVER FLASHING INSTALLED PER MANUFACTURERS INSTRUCTIONS CLEARANCE1/4"2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A501 NEW CONSTRUCTION - LUNDGREN RESIDENCE TYPICAL DETAILS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1/2" = 1'-0"1 DOOR UNDERCUT DETAIL SCALE: 1 1/2" = 1'-0"2 DRYWALL FRAMING STANDARD DETAILS SCALE: 1 1/2" = 1'-0"3 ROOF RIDGE SHINGLE DETAIL SCALE: 3/8" = 1'-0"4 ROOF VALLEY DETAIL SCALE: 3/4" = 1'-0"5 SHINGLE INSTALLATION DETAIL SCALE: 1/4" = 1'-0"6 SHINGLE UNDERLAYMENT DETAIL SCALE: 1/2" = 1'-0"7 TYPICAL WALL PANEL & FASTENER LAYOUT SCALE: 3/4" = 1'-0"8 CEILING ACCESS SCALE: 1 1/2" = 1'-0"9 ROOF DETAIL - VENT THROUGH ROOF SCALE: 1/2" = 1'-0"10 ROOF VENT DETAIL SCALE: 1 1/2" = 1'-0" 11 TYPICAL MASONRY TO SIDING (WOOD OR VINYL) DETAIL SCALE: 1 1/2" = 1'-0" 12 TYPICAL EAVELESS DETAIL SCALE: 1 1/2" = 1'-0"13 TYPICAL BASEBOARD DETAIL SCALE: 1 1/2" = 1'-0" 14 CMU - TYP. SIDING BASE OF WALL DETAIL NO. DESCRIPTION DATE SL OPEFASCIA BOARD FORMED DRIP-EDGE NOTES: IN COLD CLIMATES, WHERE SNOW AND ICE ARE COMMON, A SELF-ADHERINGICE & WATER MEMBRANE OR OTHER MEMBRANE, IS RECOMMENDED AS AN ICE-DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. AT DOWNSLOPE ROOF PERIMETERS IT IS RECOMMENDED TO EXTEND THE ICE DAM PROTECTION MEMBRANE 24" MIN. UPSLOPE FROM EXTERIOR WALL. CONSULT LOCAL BUILDING CODE REQUIREMENTS. 1. SEVERITY OF LOCALIZED CLIMATE CONDITIONS REGARDING RAINFALL, FREEZE-THAW CYCLING, AND ANTICIPATED SNOW AND ICING MAY DICTATE THE INSTALLATION OF PERIMETER DRIP-EDGE METAL FLASHING. MOST LOCAL BUILDING CODES REQUIRE THE USE OF PERIMETER SHEET METAL FLASHINGS WITH WATER-SHEDDING ROOF SYSTEMS. REFER TO LOCAL BUILDING CODE. PERIMETER DRIP EDGE METAL FLASHING IS SUGGESTED TO BE A MINIMUM OF 26-GAUGE PRE-FINISHED/PAINTED GALVANIZED STEEL, 16-OZ. COPPER, .032-INCH THICK PRE-FINISHED ALUMINUM, OR AN EQUIVALENT LONGEVITY CORROSION-RESISTANT METAL. 2. THE PERIMETER OF THE ROOF DECK SHOULD PROVIDE A CONTINUOUS SOLID WOOD NAILING SURFACE OVER WHICH TO APPLY THE SHEET METAL DRIP-EDGE FLASHING. 3.THE VERTICAL-FACE FLANGE OF SHEET METAL DRIP-EDGE FLASHING SHOULD BE OF SUFFICIENT LENGTH TO PERMIT WATER TO DRIP OFF THE ROOF WITHOUT AFFECTING THE UNDERLYING CONSTRUCTION DURING TIMES OF NO WIND. 4. THE HORIZONTAL FLANGE (I.E., ROOF SIDE) OF SHEET METAL DRIP-EDGE FLASHING SHOULD EXTEND APPROXIMATELY 2" TO 3" MINIMUM ONTO THE ROOF. 5. IN COLD CLIMATES, CONSIDER INSTALLATION OF AN ISOLATOR SHEET (E.G., A STRIP OF ASPHALT-SATURATED FELT) BETWEEN THE WOOD ROOF DECK AND SHEET METAL FLASHING FLANGE(S) TO MINIMIZE POTENTIAL FOR CONDENSATION AND RESULTING DECAY. 6. DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 7. THE PROFILE OF SPECIFIC COMPONENTS, THEIR CONFIGURATION OR SEQUENCING, CAN VARY WITH THE ROOF SYSTEM, WITH CLIMATIC DIFFERENCES, AND REGIONAL OR AREA PRACTICES. ASPHALT-SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT DOWNSLOPE PERIMETER EAVE DRIP-EDGE FLASHING METAL (Install underneath underlayment at eave. Trim and bend in end at corner to form closed.) PERIMETER RAKE DRIP-EDGE FLASHING METAL (Install over underlayment at rake.) ROOFING NAILS FASTENED AT APPROXIMATELY 6" TO 10" ON CENTER (O.C.) CUTOUT (Keyway)TAB EXPOSURE 5 5/8"HEADLAP 2" OFFSET 6 1/2" OVERLAP 7 5/8" LENGTH 39 3/8" WIDTH 13 1/4" NOTES: 3-TAB STRIP SHINGLE: A SHINGLE ROOFING UNIT MANUFACTURED BY COATING A FIBERGLASS MAT WITH ASPHALT AND HAVING MINERAL GRANULES, OR OTHER WEATHER-PROTECTIVE SURFACING, EMBEDDED INTO THE ASPHALT ON THE SIDE EXPOSED TO THE WEATHER. CUTOUT: THE OPEN PORTIONS OF A STRIP SHINGLE BETWEEN THE TABS. SOMETIMES REFERRED TO AS A KEYWAY OR SLOT. EXPOSURE: THE DIMENSION OF ROOFING THAT IS NOT COVERED OR OVERLAPPED BY THE UPSLOPE COURSE OR COMPONENT. THE EXPOSURE OF MARATHON SHINGLES IS 5 5/8". HEADLAP: THE DISTANCE OF OVERLAP MEASURED FROM THE UPPERMOST PLY OR COURSE TO THE POINT WHERE IT LAPS OVER THE UNDERMOST PLY OR COURSE. THE HEADLAP FOR MARATHON SHINGLES IS 2". OFFSET: THE DIMENSION THAT 'SETS-OFF' OR STAGGERS THE BUTT END OF ONE MARATHON SHINGLE FROM THE NEXT UPSLOPE OR DOWNSLOPE COURSE. A TYPICAL OFFSET FOR MARATHON SHINGLES IS 6 1/2", ALTHOUGH OTHER OFFSETS ARE POSSIBLE. AT NO PLACE ON THE ROOF SHOULD THE BUTT JOINTS WITHIN ONE COURSE OF SHINGLES BE CLOSER THAN 4" TO THE BUTT JOINTS IN AN ADJACENT COURSE. OVERLAP: THE DIMENSION THAT A SHINGLE IS COVERED, OR LAPPED, BY THE NEXT UPSLOPE COURSE. TAB: THE EXPOSED PORTION OF STRIP SHINGLES THAT IS SEPARATED OR DEFINED BY CUTOUTS. ALTERNATE: SEPARATE SOFT METAL FLASHING CAP, INTO PIPE APPROX 1" EXAMPLE: PRE-FABRICATED FLASHING COLLAR EXAMPLE: METAL FLASHING WITH STORM COLLAR STORM COLLAR NOTES: 1. DETAIL DRAWN SHOWING MARATHON. ALSO APPLIES TO OTHER STYLES. 2. IN COLD CLIMATES, WHERE SNOW AND ICE ARE COMMON, AN ICE & WATER PROTECTOR MEMBRANE IS RECOMMENDED AS AN ICE-DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. CONSULT LOCAL BUILDING CODE REQUIREMENTS. 3. SOIL PIPE STACKS SHOULD EXTEND A MINIMUM OF 8" ABOVE ROOF SURFACE. 4. IF EXPOSED FASTENERS ARE PLACED THROUGH VENT'S DOWNSLOPE FLANGE, THEY SHOULD BE WEATHERTIGHT, GASKETED FASTENERS (E.G., RING-SHANK NAILS OR SCREWS). 5. DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 6. THE PROFILE OF SPECIFIC COMPONENTS, THEIR CONFIGURATION OR SEQUENCING, CAN VARY WITH THE ROOF SYSTEM, WITH CLIMATIC DIFFERENCES, AND REGIONAL OR AREA PRACTICES. 7. IT MAY BE THAT THE LAYOUT OF THE SOIL PIPE PENETRATION OCCURS IN SUCH A WAY THAT AN ASPHALT SHINGLE BUTT-END JOINT, OR SHINGLE TAB CUTOUT, ALIGNS WITH THE EDGE AND/OR BACK OF THE METAL FLASHING'S FLANGE. IN THIS CASE, IKO RECOMMENDS INSTALLING A PRESSURE-SENSITIVE SELF-ADHERED MODIFIED-ASPHALT MEMBRANE, OR OTHER MEMBRANE, TO STRIP-IN THE SIDES AND BACK OF THE METAL FLASHING FLANGE TO EFFECTIVELY EXTEND THESE FLANGES. METAL PIPE FLASHING LEAD OR OTHER SOFT METAL PIPE FLASHING (TURN DOWN INTO SOIL STACK APPROXIMATELY 1".) SOIL STACK PIPE (PLUMBING VENT.) FASTEN THROUGH UPSLOPE FLANGE (i.e., blind-nail.) TO SECURE VENT FLASHING COMPATIBLE SEALANT DRAWBAND ALTERNATE: SEPERATE SOFT METAL FLASHING CAP AIRFLOW A I R F L OW VENTILATED RIDGE -- SECTION VIEW WIND BAFFLES PRE-MANUFACTURED PLATE-STEELSEISMIC TIES AT RAFTERS PER LOCAL BUILDING CODE(S) CONTINUOUS RIDGE VENT INSECT SCREEN AND AIR DRAFT FILTER MEDIA LAMINATED SHINGLES INSULATION PLYWOOD OR STRUCTURAL WOOD SHEATHING2" MINIMUM AIRSPACE ASPHALT- SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT (N) LOW- PROFILE SCREW (Install for secure attachement of ridge vent.) IKO PRE-MANUFACTURED RIDGE SHINGLES INSTALL RIDGE SHINGLES TO SEAL WITH UNDERLYING RIDGE SHINGLE (Optional: Hand tab to seal nails as may be appropriate.) NOTES: 1. IN COLD CLIMATES, WHERE SNOW AND ICE ARE COMMON, AN ICE & WATER PROTECTOR MEMBRANE, IS RECOMMENDED AS AN ICE-DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. CONSULT LOCAL BUILDING CODE REQUIREMENTS. 2. TO DETERMINE AIRFLOW REQUIREMENTS AND/OR VENTILATION, INCLUDING VENT SIZES/NEEDS, REFER TO LOCAL BUILDING CODES. 3. SHEET METAL VENTILATORS ARE SUGGESTED TO BE A MINIMUM OF 26-GAUGE PRE-FINISHED/PAINTED GALVANIZED STEEL, 16 OZ. COPPER, .032-INCH THICK PRE-FINISHED ALUMINUM, OR AN EQUIVALENT LONGEVITY NON-CORROSIVE METAL SUITABLE FOR WEATHERTIGHT JOINTING OR SOLDERED FABRICATION. 4. IF EXPOSED FASTENERS ARE PLACED THROUGH THE RIDGE VENTILATOR'S DOWNSLOPE FLANGE, THEY SHOULD BE WEATHERTIGHT, GASKETED FASTENERS (E.G. RING-SHANK NAILS OR SCREWS). 5. NOTE THAT THE ABOVE ILLUSTRATION OF A RIDGE VENT DEPICTS ONE TYPE OR STYLE OF SHINGLE-OVER RIDGE VENTILATOR, BUT THERE ARE NUMEROUS DIFFERENT TYPES AND PROFILES ON THE MARKET. 6. DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 7. THE PROFILE OF SPECIFIC COMPONENTS, THEIR CONFIGURATION OR SEQUENCING, CAN VARY WITH THE ROOF SYSTEM, WITH CLIMATIC DIFFERENCES, AND REGIONAL OR AREA PRACTICES. 8. ILLUSTRATION OF COMPONENTS (E.G. HEAVY-PLATE STEEL RIDGE TIES), FASTENERS, FASTENER NUMBER, SPACING, ETC. IS A GENERIC EXAMPLE OF ONE OPTION TO ALLOW FOR RIDGE VENTILATION AND NOT INTENDED TO DEPICT ANY PARTICULAR PRODUCT, ARCHITECTURE, NOR ENGINEERING. SEE LOCAL BUILDING CODE AND STRUCTURAL ENGINEER AS MAY BE REQUIRED. P R E V A IL IN G W IN D D IR E C T IO N NOTES: 1. IN COLD CLIMATES, WHERE SNOW AND ICE ARE COMMON, AN ICE & WATER PROTECTOR MEMBRANE, IS RECOMMENDED AS AN ICE-DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. CONSULT LOCAL BUILDING CODE REQUIREMENTS. 2. TO DETERMINE NEED FOR AIRFLOW AND/OR VENTILATION, INCLUDING VENT SIZES/NEEDS, REFER TO LOCAL BUILDING CODES. 3. CONSIDER SPECIFYING HIP AND RIDGE SHINGLES TO BE FIELD-CUT FROM FULL WIDTH 3-TAB SHINGLES, AS THEY MAY PROVIDE FOR MORE COVERAGE OR OVERLAP OF THE UNDERLYING FIELD COURSE OF SHINGLES. 4. DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 5. THE PROFILE OF SPECIFIC COMPONENTS, THEIR CONFIGURATION OR SEQUENCING, CAN VARY WITH THE ROOF SYSTEM, WITH CLIMATIC DIFFERENCES, AND REGIONAL OR AREA PRACTICES. INSTALL RIDGE SHINGLES TO SEAL WITH UNDERLYING RIDGE SHINGLE (Optional: Hand tab to seal nails as may be appropriate.) IKO PRE-MANUFACTURED RIDGE SHINGLES PLYWOOD OR STRUCTURAL WOOD SHEATHING ASPHALT-SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT PLYWOOD OR STRUCTURAL WOOD SHEATHING ROOF UNDERLAYMENT (TURN UP WALLS, AND EXTEND BEYOND VERTICAL FLANGE OF STEP FLASHING AS INDICATED.) SHEET METAL STEP FLASHING AT EACH COURSE (PLACE JUST UPSLOPE FROM EXPOSED EDGE OF SHINGLE. EXTEND MINIMUM 4" OVER UNDERLYING SHINGLE AND APPROXIMATELY 4" UP VERTICAL WALL.) OPTIONAL: ADDITIONAL EXTENSION OF ROOF UNDERLAYMENT (See Note 4.) EACH UPSLOPE FLASHING APPROXIMATELY 2" HEAD LAP OVER LOWER STEP FLASHING WALL CLADDING UNDERLAYMENT (BY OTHERS. SHOULD EXTEND DOWN OVER VERTICAL FLANGE OF REGLET OR ONE PIECE [E.G., 'Z'-BAR] COUNTERFLASHING.) CLADDING (BY OTHERS. CEMENT PLASTER SHOWN.) WITH SHEET METAL REGLET AND COUNTERFLASHING (LAP COUNTERFLASHING MINIMUM 2" OVER STEP FLASHING AND MAINTAIN ABOVE THE ROOF SURFACE.) ROOFING NAILS (PLACE NAILS HIGH, SO THEY ARE OVERLAPPED BY THE NEXT UPSLOPE STEP FLASHING.) NOTES: 1. DETAIL DRAWN SHOWING MARATHON. ALSO APPLIES TO OTHER STYLES. 2. IN COLD CLIMATES, WHERE SNOW AND ICE ARE COMMON AN ICE & WATER PROTECTOR MEMBRANE, IS RECOMMENDED AS AN ICE-DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. CONSULT LOCAL BUILDING CODE REQUIREMENTS. 3. SHEET METAL STEP FLASHING IS SUGGESTED TO BE A MINIMUM OF 26-GAUGE PRE-FINISHED/PAINTED GALVANIZED STEEL, 16 OZ. COPPER, .032-INCH THICK PRE-FINISHED ALUMINUM, OR AN EQUIVALENT LONGEVITY NON-CORROSIVE METAL. 4. VERTICAL FLANGE OF STEP FLASHING SHOULD BE LAPPED A MINIMUM OF 2". SHEET METAL COUNTERFLASHING MAY BE OPTIONAL WHERE WALL CLADDING OR SIDING OVERLAPS STEP FLASHING. 5. CONSIDER SPECIFYING THE EXTENSION OF ROOFING UNDERLAYMENT VERTICALLY UP THE WALL SO THAT IT IS OVERLAPPED BY THE WALL CLADDING UNDERLAYMENT. 6. DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 7. THE PROFILE OF SPECIFIC COMPONENTS, THEIR CONFIGURATION OR SEQUENCING, CAN VARY WITH THE ROOF SYSTEM, WITH CLIMATIC DIFFERENCES, AND REGIONAL OR AREA PRACTICES. ASPHALT-SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT OPTIONAL: BLOCKING (DEPENDING ON REGLET PROFILE.) APRON FLASHING OPTIONAL: HEMMED EDGES OPTIONAL: SHOP FORM FLASHING WITH SOLDERED CORNERS METAL STEP FLASHING (See Detail S-9.) APRON FLASHING SIDE FLANGE (4" minimum extension past corner.) STEP FLASHING (Extend bottom piece past corner and bend in/wrap the top corner. [Optional: Inject sealant into corner.]) APRON FLASHING DOWNSLOPE FLANGE (APPROXIMATELY 5". [OPTIONAL: FABRICATE WITH HEMMED EXPOSED/LEADING EDGES.]) APRON FLASHING VERTICAL FLANGES (APPROXIMATELY 4", AND SAME UPSLOPE.) CLADDING (WOOD OR FIBER- CEMENT LAP CLADDING SHOWN. LAP 2" MINIMUM OVER STEP FLASHING AND MAINTAIN ABOVE ROOF SURFACE. OPTIONAL: SHEET METAL COUNTERFLASHING, NOT SHOWN.) NOTES: 1. DETAIL DRAWN SHOWING LAMINATED SHINGLE. ALSO APPLIES TO OTHER STYLES. 2. IN COLD CLIMATES, WHERE SNOW AND ICE ARE COMMON, AN ICE & WATER PROTECTOR MEMBRANE, IS RECOMMENDED AS AN ICE-DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. CONSULT LOCAL BUILDING CODE REQUIREMENTS. 3. SHEET METAL STEP AND APRON FLASHINGS ARE SUGGESTED TO BE A MINIMUM OF 26-GAUGE PRE-FINISHED/PAINTED GALVANIZED STEEL, 16 OZ. COPPER, .032-INCH THICK PRE-FINISHED ALUMINUM, OR AN EQUIVALENT LONGEVITY NON-CORROSIVE METAL. 4. VERTICAL FLANGE OF STEP FLASHING SHOULD BE LAPPED A MINIMUM OF 2". SHEET METAL COUNTERFLASHING MAY BE OPTIONAL WHERE WALL CLADDING OR SIDING OVERLAPS STEP FLASHING. 5. CONSIDER SPECIFYING THE EXTENSION OF ROOFING UNDERLAYMENT VERTICALLY UP THE WALL SO THAT IT IS OVERLAPPED BY THE WALL CLADDING UNDERLAYMENT. 6. DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 7. THE PROFILE OF SPECIFIC COMPONENTS, THEIR CONFIGURATION OR SEQUENCING, CAN VARY WITH THE ROOF SYSTEM, WITH CLIMATIC DIFFERENCES, AND REGIONAL OR AREA PRACTICES. ASPHALT- SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT (TURNED UP AT WALL.) WALL CLADDING UNDERLAYMENT (BY OTHERS. LAP OVER STEP FLASHING AND UP-TURNED ROOF UNDERLAYMENT.) 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A502 NEW CONSTRUCTION - LUNDGREN RESIDENCE TYPICAL ROOF DETAILS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1 1/2" = 1'-0"3 TYPICAL DRIP EDGE DETAIL SCALE: 1 1/2" = 1'-0"1 TYPICAL STANDARD 3-TAB SHINGLE DETAIL SCALE: 1 1/2" = 1'-0"5 TYPICAL VENT PIPE DETAIL SCALE: 1 1/2" = 1'-0"2 VETED RIDGE DETAIL SCALE: 1 1/2" = 1'-0"7 NON-VENTED RIDGE DETAIL SCALE: 1 1/2" = 1'-0"6 STEP FLASHING DETAIL SCALE: 1 1/2" = 1'-0"4 TYP. HEADWALL FLASHING DETAIL NO. DESCRIPTION DATE EXTERIOR INTERIOR EQ. MASONRY MASONRY BOND BEAM SEALANT & BACKER ROD GWB OVER WOOD FURRING AT 16" O.C. SHIM SEALANT WALL BEYOND EQ. METAL DRIP FLASHING WITH HEMMED EDGE SENT IN CONTINUOUS BED OF SEALANT EXTEND 12" MAXIMUM SELF ADHERING MEMBRANE FLASHING OVER WINDOW/DOOR FLANGE SET IN CONTINUOUS BED OF SEALANT LIQUID FLUID MEMBRANE WINDOW / DOOR FRAME TBD WITH OWNER CONTINOUOS BEAD OF SEALANT & BACKER ROD MASONRY EXTERIOR INTERIOR GWB OVER WOOD FURRING AT 16" O.C. EXTEND 12" MAXIMUM SELF ADHERING MEMBRANE FLASHING OVER WINDOW/DOOR FLANGE SET IN CONTINUOUS BED OF SEALANT LIQUID FLUID MEMBRANE WINDOW / DOOR FRAME TBD WITH OWNER WALL BEYOND MASONRY BOND BEAM MASONRY GWB OVER WOOD FURRING AT 16" O.C. SEALANT SEALANT & BACKER ROD SHIM EXTERIOR INTERIOR EQ.EQ. SEE PLAN VARIES SILL PAN WIT REAR DAM METAL DRIP FLASHING SET IN CONTINUOUS BED OF SEALANT EXTEND 12" MAXIMUM SELF ADHERING MEMBRANE FLASHING OVER WINDOW/DOOR FLANGE SET IN CONTINUOUS BED OF SEALANT LIQUID FLUID MEMBRANE WALL BEYOND MASONRY BOND BEAM MASONRY GWB OVER WOOD FURRING AT 16" O.C. CONTINUOUS SEALANT & BACKER ROD EACH SIDE SHIM EXTERIOR INTERIOR SILL PAN WIT REAR DAM METAL Z-DRIP FLASHING SET IN CONTINUOUS BED OF SEALANT EXTEND 12" MAXIMUM SELF ADHERING MEMBRANE FLASHING OVER WINDOW/DOOR FLANGE SET IN CONTINUOUS BED OF SEALANT LIQUID FLUID MEMBRANE MIN. 1 1/2" BLOCKING MASONRY SOLID TO SUPPORT FLASHING MASONRY SILL ( IF LONGER THAN 48" DOWEL AS REQUIRED) EXTEND SELF ADHERING MEMBRANE FLASHING BEHIND AND UNDER MASONRY SILL SET IN CONTINUOUS BED OF SEALANT DETAIL WITHOUT WINDOW SILL DETAIL INCLUDING WINDOW SILL DOVETAIL METAL ANCHORWINDOW TBD WITH OWNER WINDOW TBD WITH OWNER DOOR AND FRAME SEE PLAN CMU BEYOND THRESHOLD SET IN SEALANT CMU BEYOND CONC FLOOR SLAB 1/2" CONSTRUCTION JOINT W/ COMPRESSIBLE FILLER OR MONOLITHIC CONCRETE SLAB, SEE STRUCTURAL EXTERIOR PAVING (LEVEL W/ T/ SLAB AT THRESHOLDS) MAXIMUM 4" 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS A601 NEW CONSTRUCTION - LUNDGREN RESIDENCE WINDOW AND DOOR TYPICAL DETAILS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 3" = 1'-0" 1 TYPICAL WINDOW / DOOR HEAD DETAIL SCALE: 3" = 1'-0" 3 TYPICAL WINDOW / DOOR JAMB DETAIL SCALE: 3" = 1'-0" 2 TYPICAL WINDOW SILL DETAIL SCALE: 3" = 1'-0"4 EXTERIOR - DOOR THRESHOLD DETAIL SCALE: 3/4" = 1'-0"5 TYPICAL WOOD BUCK DETAIL NO. DESCRIPTION DATE 36"FRIDGE36"ELECTRICTOPDWDRYERWASHER REQUIRED RECEPTACLE OUTLETS 1. IN EVERY HABITAL ROOM NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE SHALL BE MORE THAN 6 FEET FROM ANY OUTLET. WALL SPACE INCLUDES ANY WALL 2 FEET OR WIDER, FIXED PANELS OF SLIDING OR FRENCH TYPE PATIO DOORS, FIXED ROOM DIVIDERS SUCH AS FREE STANDING BAR TYPE COUNTERS OR HAND RAILINGS. 2. ANY HALLWAY MORE THAN 10 FEET IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET. 3. AT LEAST ONE WEATHERPROOF GFCI PROTECTED OUTLET SHALL BE INSTALLED AT THE FRONT AND BACK OF THE DWELLING UNIT. 4. AT LEAST ONE GFCI PROTECTED OUTLET SHALL BE INSTALLED IN EACH ATTACHED OR DETACHED GARAGE THAT HAS POWER. 5. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED WITHIN 25 FEET FROM ALL HVAC EQUIPMENT. 6. RECEPTACLE OUTLETS SHALL BE INSTALLED ON KITCHEN COUNTER TOPS SO THAT NO PART OF THE COUNTER TOP IS MORE THAN 2 FEET FROM AN OUTLET. 7. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH COUNTER TOP SPACE ON PENINSULAR COUNTER TOPS THAT MEASURE MORE THAN 24 INCHES FROM THE LEADING EDGE OF THE COUNTER TOP. 8. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH BATHROOM COUNTER TOP WITHIN 36 INCHES OF EACH BASIN. RECEPTACLE OUTLETS SHALL NOT BE INSTALLED IN TUB OR SHOWER SPACES. 9. AT LEAST ONE GFCI PROTECTED OUTLET SHALL BE INSTALLED IN CRAWL SPACES THAT HAVE ELECTRICAL EQUIPMENT INSTALLED. 10.AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN ALCOVES THAT ARE AT LEAST 2 FEET DEEP AND 3 FEET IN LENGTH INSTALLED IN HALLWAYS, FOYERS, ENTRIES, AND LANDINGS. 11.RECEPTACLE OUTLETS INSTALLED IN WET LOCATIONS SHALL BE LISTED WEATHER RESISTANT TYPE. 12.ALL 15 AND 20 AMP, 120 VOLT RECEPTACLE OUTLETS INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER RESISTANT TYPE. 13.BALCONIES, PORCHES, AND DECKS THAT ARE ACCESSIBLE FROM INSIDE THE DWELLING UNIT THAT HAVE AN AREA OF MORE THAN 20 SQUARE FEET SHALL HAVE AT LEAST ONE GFCI PROTECTED RECEPTACLE OUTLET. SMOKE DETECTORS 1. SMOKE DETECTORS REQUIRED: SMOKE DETECTORS SHALL BE INSTALLED IN EACH BEDROOM AND OUTSIDE EACH BEDROOM AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. DETECTORS SHALL BE INSTALLED ON EACH STORY OF A DWELLING UNIT, INCLUDING BASEMENTS AND CELLARS, BUT NOT CRAWL SPACES OR UNINHABITABLE ATTIC SPACES. IN DWELLING UNITS WITH SPLIT LEVELS, DETECTORS NEED BE INSTALLED ONLY ON THE UPPER LEVEL PROVIDED THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. IF THERE IS A DOOR BETWEEN LEVELS THEN A DETECTOR SHALL BE INSTALLED ON EACH LEVEL. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT ALL REQUIRED DETECTORS IN THE DWELLING UNIT WILL BE ACTUATED WHEN ANY ONE DETECTOR IS ACTUATED. 3. ALL DETECTORS SHALL BE APPROVED AN LISTED AND SHALL BE INSTALLED PER THE MANUFACTURER'S LISTING. REQUIRED DETECTORS SHALL NOT BE INSTALLED PER THE MANUFACTURER'S LISTING. REQUIRED DETECTORS SHALL NOT BE INSTALLED IN KITCHENS OR GARAGES, OR IN AREAS WHERE THE TEMPERATURE CAN FALL BELOW 40 DEGREES F. 4. IONIZATION DECTORS SHALL NOT BE INSTALLED CLOSER THAN 3 FEET HORIZONTALLY FROM: A. THE DOOR TO A KITCHEN. B. THE DOOR TO A BATHROOM CONTAINING A TUB OR SHOWER. C. THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM., OUTSIDE OF THE AIR FLOW FROM THOSE REGISTERS. GFCI PROTECTION FOR PERSONAL THE FOLLOWING 120 VOLTS 15 AND 20 AMP RECEPTACLES SHALL BE GFCI PROTECTED: A. ALL KITCHEN COUNTER TOP RECEPTACLES. B. ALL BATHROOM RECEPTACLES. C. ALL OUTSIDE RECEPTACLES. D. ALL RECEPTACLES INSTALLED IN ACCESSORY STRUCTURES IN GRADE LEVEL ROOMS NOT INTENDED AS HABITALE AND USED AS STORAGE OR WORKSPACE . E. ALL COUNTER TOP RECEPTACLES LOCATED WITHIN 6 FEET FROM THE EDGE OF ANY SINK. SPACING FOR RECEPTACLE OUTLETS AT KITCHEN COUNTERS 1. RECEPTACLES SHALL BE INSTALLED AT EACH WALL COUNTER SPACE 2 FEET OR WIDE OR WIDER. 2. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 2 FEET MEASURED HORIZONTALLY FROM A RECEPTACLE. THESE RECEPTACLES SHALL BE INSTALLED NO MORE THAN 18 INCHES ABOVE THE COUNTER TOP SURFACE. RECEPTACLE OUTSIDE SHALL NOT BE INSTALLED FACE UP IN THE COUNTER TOP. 3. AT LEAST 1 RECEPTACLE OUTLET SHALL BE INSTALLED IN EACH ISLAND COUNTER SPACE WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DIMENSION OF 12 INCHES OR GREATER. A PENINSULAR COUNTERTOP IS MEASURED FROM THE CONNECTING EDGE. 4. AT LEAST 1 RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH PENINSULAR COUNTER SPACE WITH A LONG DIMENSION OF 24 INCHES OR GREATER AND A SHORT DISTANCE OF 12 INCHES OR GREATER. 5. COUNTER SPACE SEPERATED BY COUNTER MOUNTED COOKING UNITS OR SINKS SHALL BE CONSIDERED SEPARATE COUNTER SPACES WHERE LESS THAN 12" OF COUNTER TOP IS BEHIND THE COUNTER MOUNTED COOKING UNIT OR SINK. PLACEMENT OF RECEPTACLE OUTLETS AT BATHROOM COUNTERS 1. AT LEAST 1 RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES OF THE EDGE OF EACH BASIN. RECEPTACLE OUTLETS SHALL NOT BE INSTALLED FACE UP IN THE BATHROOM COUNTER TOP. 2. RECEPTACLE OUTLETS SHALL NOT BE INSTALLED IN A TUB OR SHOWER SPACE. 3. DO NOT INSTALL RECEPTACLE OUTLETS SO THAT CORDS ON HAIR DRYERS, RADIOS, CURLING IRONS, AND SUCH APPLIANCES WILL REACH TO FALL INTO A BATHTUB. ARC-FAULT CIRCUIT-INTERRUPTION PROTECTION 1. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLTS, 15 AND 20 AMP OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTED LISTED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. 2. NOTE: "OUTLETS" INCLUDE RECEPTACLE OUTLETS, LIGHTING OUTLETS, AND SWITCHING OUTLETS. EXCEPTIONS: OUTLETS INSTALLED FOR SMOKE DETECTORS. S TYPICAL ELECTRICAL SWITCH S TYPICAL ELECTRICAL SWITCH WITH DIMMER S THREE WAY SWITCH 3 ELECTRICAL DUPLEX OUTLET ELECTRICAL DUPLEX OUTLET 220 VOLTAGE OUTLET OUTLET (APPLIANCE AS NOTED)GFCIOUTLET, GROUND FAULT INTERRUPTGFI OUTLET, COUNTER HT. @ 4' A.F.F. GFICGFI EXTERIOR OUTLET, GFIEGFI TH THERMOSTAT (F.V. W/ HVAC & OWNER) T TELEPHONE ELECTRICAL PANEL (G.C. TO F.V. LOAD) SD SMOKE DETECTOR LIGHT FIXTURE LIGHT FIXTURE EXIT LIGHT AS FOUND CEILING FAN, LIGHT. OPTIONAL (SEE OWNER FOR SELECTION) EXTERIOR WALL SCONCE LIGHT CATV TV ELECTRICAL SYMBOL LEGEND EX.DESIGNATION OF ALL EXISTING ELEC. ITEM/ APPARATUS AS FOUND TO REMAIN, TO BE RELOCATED, OR REMOVED. MOISTURE PROOF LIGHT FIXTURE MP JUNCTION BOX SURGE PROTECTIVE KIT ETHERNET PORTJ E-P GDO GARAGE DOOR OPENER FLOOD LIGHTS OPTIONAL TYPICAL WHERE SHOWN S A/C COMP. SS SS SS MP MP MP MP MP AHU MP GDO *VENT E.F. TO EXTERIOR (3) PENDANT LIGHTS *VENT E.F. TO EXTERIOR *VENT E.F. TO EXTERIOR *VENT E.F. TO EXTERIOR SD SD SD SD SD SD SD SD SD SD SD SDSSSS S S SSSS3S3S3S 3S SSSS S S SSSSSSSSSSSSS GFI GFIGFITVTV OPTIONAL CABLE TV LOCATION WP/GFI WP/GFIWP/GFI GFI GFI GFI GFI GFI GFI GFI24"x22"ATTIC ACCESS24"x22" ATTIC ACCESS ELECTRICALPANELGFIGFIGFI GFI GFI LAUNDRY TUB WP/GFI WP/GFI WP/GFI WP/GFI WP/GFI WP/GFI FLOOD LIGHTS OPTIONAL TYPICAL WHERE SHOWN FLOOD LIGHTS OPTIONAL TYPICAL WHERE SHOWN WH J S TH *VENT E.F. TO EXT. GFI OWNER / BUILDER / CONTRACTOR NOTES: 1.AIR HANDLER FINAL LOCATION TO BE DETERMINED BY OWNER / BUILDER / CONTRACTOR. 2.LAUNDRY SINK FINAL LOCATION TO BE DETERMINED BY OWNER / BUILDER / CONTRACTOR. 3.WASHER / DRYER FINAL LOCATION TO BE DETERMINED BY OWNER / BUILDER / CONTRACTOR. 4.WATER HEATER FINAL LOCATION TO BE DETERMINED BY OWNER / BUILDER / CONTRACTOR. SEE NOTE 1 SEE NOTE 4 SEE NOTE 2 SEE NOTE 3 GARAGE ELETRICAL VEHICLE WIRE AND NEMA 14-50 RECEPTACLE POWER OUTLETE-PMEDIA PANEL CENTRAL LOCATION E-P E-PETHERNET PORT TYPICAL AT BEDROOMS SMOKE DETECTOR HORN DOOR BELL CHIME THERMOSTAT SECURITY ALARM NOTE: 1.OWNER / BUILDER / CONTRACTOR TO PROVIDE A SECURITY SYSTEM DEVICE INCLUDING SIREN TO ALL WINDOWS AND DOORS. 2.SECURITY SYSTEM SHALL BE DESIGNED BY OWNER / BUILDER / CONTRACTOR ELECTRICAL NOTES: 1. METER LOCATION TO BE VERIFIED. 2. **ALL UTILITY SERVICES TO BE VERIFIED BY BUILDER**. 3. WATER HEATERS TO BE DETERMINED BY BUILDER. 4. PRE-WIRE AND TRIM FOR CAT5/TV PER PLANS AND OWNER. 5. CONFIRM WITH OWNER ON STRUCTURED WIRING. 6. ELECTRICAL PANELS TO BE VERIFIED BY BUILDER. 7. CONFIRM ALL ELECTRICAL WITH OWNER PRIOR TO WIRING ANYTHING. 8. ELECTRICAL LOAD CALCULATIONS PER 2020 NEC ART. 220 - PROVIDED ON SEPARATE DRAWINGS BY BUILDER / ELECTRICIAN. 9. CONDENSER LOCATION AND WIRING TO BE VERIFIED IN FIELD. 10. AIR HANDLER TO BE RELOCATED IN CLOSET WITH POWER AND LIGHTING AS REQUIRED. EFFICACY NOTE: THE NEW FBC R FBC EC/R404.1 AND R202 BUILDING CODE REQUIRES ALL PERMANENTLY INSTALLED, INTERIOR AND EXTERIOR LIGHT FIXTURES TO HAVE 100% HIGH-EFFICACY CFL LAMPS OR LED'S (THIS REQUIREMENT IS ONLY APPLICABLE TO NEW CONSTRUCTION) PER FBC-R-E3902 AFCI PROTECTION REQUIRED: ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE. PER FBC-R-E3901.7, NEC 210, E3901.7 AND E3902.3 GFCI PROTECTION REQUIRED: BATHROOMS, GARAGES, BOATHOUSES AND ACCESSORY STRUCTURES NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE, WORK AND SIMILAR USES. OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOPS. OUTLETS WITHIN 6 FEET OF LAUNDRY, UTILITY OR WET SINKS. BALCONY, DECK OR PORCH GREATER THATN 20 SQUARE FOOT. ONE AT THE FRONT AND BACK OF THE DWELLING AND AT THE CONDENSER UNITS. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS E101 NEW CONSTRUCTION - LUNDGREN RESIDENCE ELECTRICAL FIRST FLOOR PLAN AND NOTES EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1/4" = 1'-0"1 ELECTRICAL FIRST FLOOR PLAN NO. DESCRIPTION DATE DESCRIPTION OF BUILDING ELEMENTS TABLE 2304.10.1 FASTENING SCHEDULE NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 1. BLOCKING BETWEEN CEILING JOISTS, REAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW BLOCKING BETWEEN REAFTERS OR TRUSS NOT AT THE WALL TOP PLATE, TO RAFTER OR TRUSS FLAT BLOCKING TO TRUSS AND WEB FILLER 2. CEILING JOISTS TO TOP PLATE 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NO THRUST) (SEE SECTION 2301.2) 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE SECTION 2301.2) 5. COLLAR TIE TO RAFTER 6. RAFTER OR ROOF TRUSS TO TOP PLATE (SEE SECTION 2301.2) 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2-INCH RIDGE BEAM 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS) 10.BUILT-UP HEADER (2" TO 2" HEADER) 11.CONTINUOUS HEADER TO STUD 12.TOP PLATE TO TOP PLATE 13.TOP PLATE TO TOP PLATE, AT END JOINTS 14.BOTTOM PLATE TO JOIST, RIM JOIST, BRAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 15.BOTTOM PLATE TO JOIST, RIM JOIST, BRAND JOIST OR BLOCKING AT BRACED WALL PANELS 16.STUD TO TOP OR BOTTOM PLATE 17.RESERVED 18.TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 19.1" BRACE TO EACH STUD AND PLATE 20.1" x 6" SHEATHING TO EACH BEARING 21.1" x 8" AND WIDER SHEATHING TO EACH BEARING 3-8d COMMON (2 1/2" x 0.131"); OR 3-10d BOX (3" x 0.128"); OR 3-3" x 0.131" NAILS; OR 3-3" 14 GAGE STAPLES, 7/16" CROWN EACH END, TOENAIL 2-8d COMMON (2 1/2" x 0.131") 2-3" x 0.131" NAILS 2-3" 14 GAGE STAPLES EACH END, TOENAIL ROOF 2-16d COMMON (3 1/2" x 0.162") 3-3" x 0.131" NAILS 3-3" 14 GAGE STAPLES EACH END 16d COMMON (3 1/2" x 0.162") @ 6" O.C. 3" x 0.131" NAILS @ 6" O.C. 3" x 14 GAGE STAPLES @ 6" O.C. FACE NAIL 3-8d COMMON (2 1/2" x 0.131"); OR 3-10d BOX (3" x 0.128"); OR 3-3" x 0.131" NAILS; OR 3-3" 14 GAGE STAPLES, 7/16" CROWN 3-8d COMMON (2 1/2" x 0.131"); OR 3-10d BOX (3" x 0.128"); OR 3-3" x 0.131" NAILS; OR 3-3" 14 GAGE STAPLES, 7/16" CROWN EACH JOIST, TOENAIL FACE NAIL PER SECTION 2301.2 FACE NAIL 3-10d COMMON (2 1/2" x 0.148"); OR 4-10d BOX (3" x 0.128"); OR 4-3" x 0.131" NAILS; OR 4-3" 14 GAGE STAPLES, 7/16" CROWN FACE NAIL 3-10d COMMON (2 1/2" x 0.148"); OR 3-16d BOX (3" x 0.135"); OR 4-10d BOX (3" x 0.128"); OR 4-3" x 0.131" NAILS; OR 4-3" 14 GAGE STAPLES, 7/16" CROWN TOENAIL 2-16d COMMON (3 1/2" x 0.148"); OR 4-16d BOX (3 1/2" x 0.135"); OR 4-10d BOX (3" x 0.128"); OR 4-3" x 0.131" NAILS; OR 4-3" 14 GAGE STAPLES, 7/16" CROWN 3-10d COMMON (3" x 0.148"); OR 4-16d BOX (3" x 0.135"); OR 4-10d BOX (3" x 0.128"); OR 4-3" x 0.131" NAILS; OR 4-3" 14 GAGE STAPLES, 7/16" CROWN END NAIL TOENAIL WALL 16d COMMON (3 1/2" x 0.162"); 10d BOX (3" x 0.128"); OR 3" x 0.131" NAILS; OR 3-3" x 14 GAGE STAPLES, 7/16" 24" O.C. FACE NAIL 16" O.C. FACE NAIL 16d COMMON (3 1/2" x 0.162"); 16d BOX (3 1/2" x 0.135"); 16" O.C. FACE NAIL 12" O.C. FACE NAIL 3" x 0.131" NAILS; OR 3-3" x 14 GAGE STAPLES, 7/16"12" O.C. FACE NAIL 16d COMMON (3 1/2" x 0.162"); OR 16d BOX (3 1/2" x 0.135"); 16" O.C. EACH EDGE, FACE NAIL 12" O.C. EACH EDGE, FACE NAIL 4-8d COMMON (2 1/2" x 0.131"); OR 4-10d BOX (3" x 0.128")TOENAIL 16d COMMON (3 1/2" x 0.162"); 10d BOX (3" x 0.128"); OR 3" x 0.131" NAILS; OR 3-3" x 14 GAGE STAPLES, 7/16" CROWN 16" O.C. FACE NAIL 12" O.C. FACE NAIL 8-16d COMMON (3 1/2" x 0.162"); OR 12-10d BOX (3" x 0.128"); OR 12-3" x 0.131" NAILS; OR 12-3" 14 GAGE STAPLES, 7/16" CROWN EACH SIDE OF END JOINT, FACE NAIL (MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF END JOINT) 16d COMMON (3 1/2" x 0.162"); 16d BOX (3" x 0.135"); OR 3" x 0.131" NAILS; OR 3" x 14 GAGE STAPLES, 7/16" CROWN 16" O.C. FACE NAIL 12" O.C. FACE NAIL 2-16d COMMON (3 1/2" x 0.162"); OR 3-16d BOX (3" x 0.135"); OR 4-3" x 0.131" NAILS; OR 4-3" 14 GAGE STAPLES, 7/16" CROWN 16" O.C. FACE NAIL 4-8d COMMON (2 1/2" x 0.131"); OR 4-10d BOX (3" x 0.128"); OR 4-3" x 0.131" NAILS; OR 4-3" 14 GAGE STAPLES, 7/16" CROWN; OR 2-16d COMMON (3 1/2" x 0.162"); OR 3-10d BOX (3" x 0.128"); OR 3-3" x 0.131" NAILS; OR 3-3" 14 GAGE STAPLES, 7/16" CROWN TOENAIL END NAIL 2-16d COMMON (3 1/2" x 0.162"); OR 3-10d BOX (3" x 0.128"); OR 3-3" x 0.131" NAILS; OR 3-3" 14 GAGE STAPLES, 7/16" CROWN FACE NAIL 2-8d COMMON (2 1/2" x 0.131"); OR 2-10d BOX (3" x 0.128"); OR 2-3" x 0.131" NAILS; OR 2-3" 14 GAGE STAPLES, 7/16" CROWN FACE NAIL 2-8d COMMON (2 1/2" x 0.131"); OR 2-10d BOX (3" x 0.128") 3-8d COMMON (2 1/2" x 0.131"); OR 3-10d BOX (3" x 0.128") FACE NAIL FACE NAIL ULTIMATE COMPONENTS & CLADDING WIND PRESSURES FOR WINDOWS AND WALLS (PSF) GENERAL STRUCTURAL NOTES DESIGN CRITERIA: 1. ALL WORK TO CONFORM TO THE FLORIDA BUILDING CODE 8th EDITION (2023). 2. WIND DESIGN DATA: ULTIMATE DESIGN WIND SPEED, Vult (3-SECOND GUST) 129 MPH NOMINAL DESIGN WIND SPEED, Vasd (3-SECOND GUST) 100 MPH BUILDING RISK CATEGORY ll WIND EXPOSURE D INTERNAL PRESSURE COEFFICIENT +/- 0.18 STRUCTURE IS LOCATED WITHIN THE COASTAL WIND BORNE DEBRIS REGION. WINDOW & WALLS SEE THIS SHEET 3. DESIGN LOADS: ROOF LIVE TOP CHORD = 20 PSF BOT CHORD = 10 PSF SUPERIMPOSED ROOF DEAD TOP CHORD = 15 PSF BOT CHORD = 5 PSF EFFECTIVE WIND AREA (S.F.) <10 ZONE >50020010050 -49.0 -60.0 45.0 -44.0 -51.0 45.0 -42.0 -51.0 41.0 -40.0 -43.0 37.0 -38.0 -38.0 34.0 4 5 &4 5 EDGE ZONE = a = WITHIN 6 FEET OF OUTSIDE CORNERS NOTES: 1. EDGE ZONE (a) IS DISTANCE FROM CORNERS OF BUILDINGS AND IS SHOWN BELOW TABLE ABOVE. 2. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM THE BUILDINGS SURFACES, RESPECTIVELY. 3. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED OTHERWISE USE THE LOWER EFFECTIVE AREA. EXISTING CONDITIONS: 1. THE EXISTING CONSTRUCTION SHOWN ON THE DRWAING WAS OBTAINED FROM LIMITED VISUAL OBSERVATIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. CONSTRACTOR SHALL NOTIFY ARCHITECT / ENGINEER OF ALL EXCEPTIONS TO ASSUMED CONDITIONS. 2. ALL REMOVAL, CUTTING, DRILLING ETC OF EXISTING CONSTRUCTION SHALL BE PERFORMED WITH GREAT CARE IN ORDER TO NOT DAMGE THE EXISTING AND JEOPARDIZE THE INTERGRITY OF THE EXISTING BUILDING TO REMAIN. ULTIMATE COMPONENTS & CLADDING WIND PRESSURES FOR ROOF (PSF) EFFECTIVE WIND AREA (S.F.) <10 ZONE >50020010050 -60.0 -83.0 34.0 -45.0 -57.0 23.0 -38.0 -45.0 19.0 1 3 ALL -83.0 -57.0 -45.0 2 ULTIMATE COMPONENTS & CLADDING WIND PRESSURES FOR ROOF OH (PSF) EFFECTIVE WIND AREA (S.F.) <10 ZONE >50020010050 -66.0 -86.0 -69.0 -62.0 1 2 -63.0 -50.0 -41.0 -54.0 -62.0 -45.0 -118.0 -90.0 -76.0 3 -62.0 -45.0 -38.0 -45.0 19.0 -45.0 -38.0 -45.0 19.0 -45.0 FOUNDATION FOUNDATION HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF PER FBC. OWNER SHALL ASSUME ALL RESPONIBILITY AND ASSOCIATED RISKS REGARDING OBTAINING A SOIL INVESTIGATION. OWNER / CONTRACTOR SHALL OBTAIN A SOIL BEARING CAPACITY AND SUITABILITY OF SUBSURFACE CONFIDTIONS REPORT FROM A REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORTS, SOIL, COMPACTION SHALL MEET A MINIMUM OF 95% COMPACTION. WOOD SHEATHING 1. ALL WOOD SHALL CONFORM TO THE CURRENT EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) AND CHAPTER 23 OF THE FLORIDA BUILDING CODE. 2. BLOCKED DIAPHRAGM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. THERE SHALL BE NO CONTINUOUS PANEL EDGES PARALLEL TO TRANSVERSE DIRECTION (STAGGER SHEATHING SHEETS). 3. STRUCTURAL-USE PANEL STANDARDS: COMPLY WITH DOC PS 2, "PERFORMANCE STANDARD FOR WOOD- BASED STRUCTURAL-USE PANELS, "UNLESS OTHERWISE INDICATED. PROVIDE PLYWOOD PANELS COMPLYING WITH DOC PS 1, "U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD, "WHERE P LYWOOD IS INDICATED. 4. TRADEMARK: FURNISH CONSTRUCTION PANELS THAT ARE EACH FACTORY-MARKED WITH CERTIFICATION MARK EVIDENCING COMPLIANCE WITH GRADE REQUIREMENTS. 5. SHEATHING TO COMPLY WITH THE LATEST NDS AND FBC CODE PROVISIONS. 6. WALL SHEATHING: EXPOSURE 1 APA RATED, SHEATHING, OR APA STRUCTURAL 1. PLYWOOD OR ORIENTED STRAND BOARD. SPAN RATING: NOT LESS 32/16; THICKNESS: NOT LESS THAN 7/16 INCH 7. WOOD WALL SHEATHING PANELS SHALL BE NAILED TO ALL WOOD SUPPORTS AND BLOCKING WITH 8d NAILS AT 6" O.C. ALONG ALL PANEL EDGES AND 6" ON CENTER AT ALL INTERMEDIATE SUPPORTS. REDUCE EDGE NAILING AS INDICATED ON PLAN. INSTALL PANELS WITH L0NG DIMENSION PARALLEL TO STUDS WITH S TAGGERED END JOINTS, BLOCK ALL HEDGES. 8. PAPER-SURFACED GYPSUM WALL SHEATHING: ASTM C 79/C 79M, WITH WATER-RESIS. MATERIAL INCORPORATED INTO THE CORE AND WITH WATER-REPELLANT PAPER BONDED TO CORE'S FACE, BACK AND LONG EDGES. TYPE AND THICKNESS: REGULAR, 1/2 INCH AND WHERE REQUIRED, TYPE X, 5/8" THICK. EDGE AND END CONFIGURATION: V-SHAPED, TONGUE AND GROOVE LONG EDGES; SQUARE ENDS SIZE 48 BY 96 INCHES FOR VERTICAL INSTALLATION. FOR LOAD-BEARING INTERIOR WALLS, MINIMUM 1/2" GYPSUM WALLBOARD EACH FACE W/ 1 1/2" WALLBOARD NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD. 9. ROOF SHEATHING PANELS SHALL BE NAILED TO ALL WOOD SUPPORTS AND BLOCKING WITH 8d AT 6" O.C. ALONG ALL PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS. REDUCE NAIL SPACING TO 4" O.C. AT PANEL EDGES 4' FROM GABLE END WALLS. 10.SUBFLOORING AND UNDERLAYMENT: SUBFLOORING, EXPOSURE 1 TONGUE AND GROOVE, GLUED, APA RATED SHEATHING OR STURDI-I-FLOOR. PLYWOOD OR ORIENTED STRAND BOARD. SPAN RATING NOT LESS THAN 24" O.C. FOR STURDI-I-FLOOR OR 48/24 FOR APAP SHEATHING. THICKNESS, NOT LESS THAN 23/32". 11.FLOOR SHEATHING PANELS SHALL BE NAILED TO ALL WOOD SUPPORTS AND BLOCKING WITH 10d NAILS AT 6" O.C. ALONG ALL PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS. GENERAL NOTES WOOD WALL FRAMING 1. GENERAL: PROVIDE DIMENSIONAL LUMBER OF GRADES INDICATED ACCORDING TO THE AMERICAN LUMBER STANDARDS COMMITTEE NATIONAL GRADING RULE PROVISIONS OF THE GRADING AGENCY INDICATED. 2. NON-LOAD BEARING INTERIOR PARTITIONS, EXTERIOR AND LOAD-BEARING WALLS: MIXED SOUTHER PINE (SP). 3. CEILING GOISTS (NON-LOAD BEARING) AND JOISTS RAFTERS AND OTHER FRAMING NOT LISTED ABOVE: NO. GRADE SOUTHERN PINE. 4. LAMINATED VENEER LUMBER (LVL): LUMBER MANUFACTURED IN A CONTINUOUS PRESS USING AN EXTERIOR-TYPE ADHESIVE COMPLYING WITH ASTM D 2559 TO PRODUCE MEMBERS WITH GRAIN OF VENEERS PARALLEL TO THEIR LENGTHS AND COMPLYING WITH THE FOLLOWING REQUIREMENTS EXTREME FIBER STRESS BENDING: 2,950 PSI MODULUS OF ELASTICITY: 2,000,000 PSI COMPRESSION PARALLEL TO GRAIN: 2,750 PSI COMPRESSION PERPENDICULAR TO GRAIN: 750 PSI PERP. TO GRAIN AND PARALLEL TO GLUE LINE. GLUE LINE. HORIZONTAL SHEAR: 285 PSI PERP. TO GLUE LINE. 5. PARALLAM (PSL): LUMBER MANUFACTURED IN A CONTINUOUS PRESS USING AN EXTERIOR-TYPE ADHESIVE COMPLYING WITH ASTM D 2559 TO PRODUCE MEMBERS WITH GRAIN OF VENEERS PARALLEL TO THEIR LENGTHS AND COMPLYING WITH THE FOLLOWING REQUIREMENTS EXTREME FIBER STRESS BENDING: 2,950 PSI MODULUS OF ELASTICITY: 2,000,000 PSI COMPRESSION PARALLEL TO GRAIN: 2,900 PSI COMPRESSION PERPENDICULAR TO GRAIN: 750 PSI PERP. TO GRAIN AND PARALLEL TO GLUE LINE. GLUE LINE. HORIZONTAL SHEAR: 285 PSI PERP. TO GLUE LINE. 6. MINIMUM MATCH EACH GIRDER TRUSS PLY WITH A WALL STUD BELOW. 7. AT CHANGE IN PLATE HEIGHT BLOCK LOWER TOP PLATE INTO HIGH WALL A MINIMUM OF 32" AND NAIL SHEATHING TO BLOCKING 3" ON CENTER. 8. LAP TOP PLATE OF CORNER WALL THAT HAS 1/2' ANCHOR AT END OF WALL ON TOP OF ADJACENT WALL. 9. BRACE TOP OF EXTERIOR WALLS THAT ARE NOT BRACED DIRECTLY BY TRUSS BEARING WITH 2X4 BLOCKING TO TRUSSES AT 24" O.C. 10.EXTERIOR AND LOAD-- BEARING ALLS: SOUTHERN YELLOW PINE #2 (SYP). 11.FOR EXTERIOR AND INTERIOR LOAD BEARING WALLS PROVIDE NOMINAL WOOD STUDS OF MINIMUM GRADE SPECIFIED BELOW SPACED 16' 0,C., U.N.O., 2x4 SP #2 UP TO 8'. 2X4 SP #2 UP TO 10' 2X6 SP #2 UP TO 12' 2X8 SP #2 UP TO 18 ' 12.TOP AND BOTTOM PLATES SHALL BE 2x SYP #2 MIN. 13.BLOCKING SHALL BE 2X SYP #2 MIN. 14.ATTACH FOUNDATION BASE PLATES 0R SILLS TO SLAB WITH SIMPSON 1/4"x4-1/2" TITEN SCREWS OR PDPXX .145" SHANK-3" LENGTH SHOT PINS WITH 3" CONCRETE EDGE DISTANCE SPACED 32" ON CENTER. UP TO IO' HEIGHT BEARING WALLS AND 48" ON CENTER NON-- BEARING WALLS UP TO 14' HEIGHT; MINIMUM OF TWO CONNECTORS EACH PIECE WITH ONE NOT MORE THAN 12" OR LESS THAN 4" OF EACH END OF EACH PIECE. 15.SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTED. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE AS NEEDED FOR ACCURATE FIT. LOCATE FURRING, NAILERS, BLOCKING, GROUNDS, AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTACHING OTHER CONSTRUCTION. 16.D0 NOT USE MATERIALS WITH DEFECTS THAT IMPAIR QUALITY OF ROUGH CARPENTRY OR PIECES THAT ARE TOO SMALL TO USE WITH MINIMUM NUMBER OF JOINTS OR OPTIMUM JOINT ARRANGEMENT. 17.APPLY FIELD TREATMENT COMPLYING WITH AWPA M4 TO CUT SURFACES OF PRESERVATIVE-TREATED LUMBER AND PLYWOOD. 18.SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS INDICATED, COMPLYING WITH THE FOLLOWING: PUBLISHED REQUIREMENTS OF METAL FRAMING ANCHOR MANUFACTURER. TABLE 2304.10.1, 'FASTENING SCHEDULE,' IN THE STANDARD BUILDING CODE. 19.USE COMMON WIRE NAILS OF STANDARD LENGTH PER LATEST NDS, U.N.0. MAKE TlGHT CONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING WOOD, PRE-DRILL AS REQUIRED. SHOT PINS TO BE SET A MIN 3" FROM EDGE OF CONCRETE. 20.BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING AS PERMENANT WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2X4 V-BRACE 60 DEG. ANGLE AND (4) 12d NAILS EACH END, SPACED 10' APART MAX. 21.WHERE BUILT-UP BEAMS OR GIRDERS OF 2-INCH NOMINAL DIMENSTION LUMBER ON EDGE ARE REQUIRED, FASTEN TOGETHER WITH 2 ROWS OF 20d NAILS SPACED NOT LESS THAN 16" O.C. LOCATE ONE ROW NEAR TOP EDGE AND OTHER NEAR BOTTOM EDGE. 22.BUILT UP COLUMNS SHALL BE ATTACHED AS FOLLOWS: (2) MEMBERS 10d NAILS 6" O.C., (3) MEMBERS 30dX4 1/2" NAILS OR SIMPSON SDS1/4X4.5" AT 12" O.C. STAGGERS SPACED, (4) MEMBERS SIMPSON SDS1/4X4.5" AT 8" O.C. STAGGERS SPACE. CONSTRUCTION CORNERS AND INTERSECTIONS WITH THREE OR MORE STUDS. SHEATH OVERHANG AND CANTILEVER EXTERIOR CEILINGS EXCEEDING 3'-0" OF ENCLOSED TYPE STRUCTURES WHERE WIND PATH LEADS TO ENCLOSED TYPE ROOF MEMBERS. 23.FIRE BLOCK CONCEALED SPACES OF WOOD-FRAMED WALLS AND PARTITIONS AT EACH FLOOR LEVEL AND AT CEILING LINE OF TOP STORY. WHERE FIRE BLOCKING IS NOT INHERENT IN FRAMING SYSTEM USED, PROVIDE CLOSELY FITTED WOOD BLOCKS OF 2" NOMINAL THICK LUMBER OF SAME WIDTH AS FRAMING MEMBERS. FRAME OPENINGS WITH MULTIPLE STUDS AND HEADERS. PROVIDE NAILED HEADER MEMBERS OF THICKNESS EQUAL TO WIDTH OF STUDS. SET HEADERS ON EDGE AND SUPPORT ON JAMB STUDS. 24.ALL STRUCTURAL FRAMING MEMBERS SHALL BE SOUTHERN PINE GRADE NO. 2 UNLESS NOTED OTHERWISE ON PLANS (MOISTURE 19% MAXIMUM). 25.NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 26.ALL SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESERVATIVE-TREATED SOUTHERN PINE. ALL FASTENERS FOR PRESERVATIVE TREATED WOOD (NAILS & ANCHORS) SHALL BE HOT-DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. 27.WHEN NAILING 2 OR MORE 2x MEMBERS TOGETHER, USE 10d NAILS AT 6" O.C. STAGGERED. 28.ALL WALL CORNERS SHALL HAVE TWO 2x WOOD STUDS BACK TO BACK EACH WAY. 29.FOR INTERIOR NON-BEARING WALLS AND PARTITIONS PROVIDE 2x STUD OR #2 GRADE WOOD STUDS SPACED 16" O.C., U.N.O. 30.TOP & BOTTOM PLATES SHALL BE 2x SP #2 MIN. 31.FOR NON-LOAD BEARING PARTITIONS, PROVIDE DOUBLE-JAMB STUDS WITH HEADERS NOT LESS THAN SINGLE 2x4 SET FLAT FOR OPENINGS 32 INCHES AND LESS IN WIDTH, (2)~2X6 FOR OPENINGS 32 TO 48 INCHES IN WIDTH, (2) 2X8 FOR OPENINGS UP TO 72 INCHES IN WIDTH, AND NOT LESS THAN (2)~2X10 FOR OPENINGS UP TO 96 INCHES IN WIDTH. PRE-ENGINEERED WOOD TRUSSES 1. ALL WORK SHALL CONFORM TO THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCION" (TPl 1 - 2007) BY THE TRUSS PLATE INSTITUTE. 2. PRE-ENGINEERED PRE-FABRICATED WOOD TRUSSES, TRUSS BRACING AND CONNECTIONS WITHIN THE TRUSS SYSTEM SHALL BE DESIGNED FOR THE LOADS INDICATED ON THE DRAWINGS AND BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA WHO SHALL BE THE TRUSS SYSTEM ENGINEER. 3. SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS CONFIGURATIONS WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT WITH PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN CRITERIA, DURATION FACTORS, ERECTION DETAILS AND ALL BRACING FOR WIND AND ERECTION LOADS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OF THE TRUSSES. AFTER RECEIVING APPROVAL FROM ARCHITECT/ENGINEER, SUBMIT APPROVED SHOP DRAWINGS DIVISION FOR REVIEW AND APPROVAL PRIOR TO INSTALLING TRUSSES. 4. NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT THE WRITTEN PERMISSION OF THE REGISTERED DESIGN PROFESSIONAL. 5. EXISTING PRE-ENGINEERED WOOD TRUSS SHALL BE REINFORCED AND DESIGNED FOR THE NEW LOADS AND NEW PRE-ENGINEERED TRUSSES INDICATED ON THE DRAWINGS AND BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA WHO SHALL BE THE TRUSS SYSTEM ENGINEER. ROUGH CARPENTRY PRODUCT MANUFACTURERS 1. WOOD PRODUCTS, GENERAL LUMBER: DOC PS 20 AND APPLICABLE RULES OF LUMBER GRADING AGENCIES CERTIFIED BY THE AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW. 2. FACTORY MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF GRADING AGENCY. 3. WHERE NOMINAL SIZES ARE INDICATED, PROVIDE ACTUAL SIZES REQUIRED BY DOC PS 20 FOR MOISTURE CONTENT SPECIFIED. WHERE ACTUAL SIZES ARE INDICATED, THEY ARE MINIMUM DRESSED SIZES FOR DRY LUMBER. PROVIDE DRESSED LUMBER, S4S, UNLESS OTHERWISE INDICATED. PROVIDE DRY LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT AT TIME OF DRESSING FOR 2-INCH NOMINAL THICKNESS OR LESS, UNLESS OTHERWISE INDICATED. 4. ENGINEERED WOOD PRODUCTS: PROVIDE ENGINEERED WOOD PRODUCTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT SHOW COMPLIANCE WITH BUILDING CODE IN EFFECT FOR PROJECT. 5. ALLOWABLE DESIGN STRESSES: PROVIDE ENGINEERED WOOD PRODUCTS WITH ALLOWABLE DESIGN STRESSES, AS PUBLISHED BY MANUFACTURER, THAT MEET OR EXCEED THOSE INDICATED. MANUFACTURER'S PUBLISHED VALUES SHALL BE DETERMINED FROM EMPIRICAL DATA OR BY RATIONAL ENGINEERING ANALYSIS AND DEMONSTRATED BY COMPREHENSIVE TESTING PERFORMED BY QUALIFIED INDEPENDENT TESTING AGENCY. 6. WOOD STRUCTURAL PANELS: PLYWOOD: DOC PS 1 OR DOC PS 2, ORIENTED STRAND BOARD: DOC PS 2 THICKNESS: AS NEEDED TO COMPLY WITH REQUIREMENTS SPECIFIED BY NOT LESS THAN THICKNESS INDICATED ON DRAWINGS. COMPLY WITH "CODE PLUS" PROVISIONS IN APA FROM NO. E300. "APA DESIGN/CONSTRUCTION CODE: RESIDENTIAL AND COMMERCIAL, " UNLESS SPECIFIED ON DRAWINGS. FACTOR MARK PANELS ACCORDING TO INDICATED STANDARDS. 7. WOOD-PRESERVATIVE-TREATED MATERIALS: PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA C2 (LUMBER) AND AWPA C9 (PLYWOOD). EXCEPT THAT LUMBER THAT IS NOT IN CONTACT WITH THE GROUND AND IS CONTINUOUSLY PROTECTED FROM LIQUID WATER MAY BE TREATED ACCORDING TO AWPA C31 WITH INORGANIC BORON (SBX). 8. PRESERVATIVE CHEMICALS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND ONE OF THE FOLLOWING: CHROMATED COPPER ARSENATE (CCA-C), DOT SODIUM BORATE (SBX), ALKALINE COPPER QUAT (ACQ-C AND ACQ-D (CARBONATE)), COPPER AZOLE (CBA-A AND CA-B), OTHER BORATE (NON DOT), AMMONIACAL COPPER ZINC ARSENATE (ACZA). 9. KILN-DRY MATERIAL AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19% FOR LUMBER AND 15 PERCENT FOR PLYWOOD. DO NOT USE MATERIAL THAT IS WARPED OR DOES NOT COMPLY WITH REQUIREMENTS FOR UNTREATED MATERIAL. 10.MARK EACH TREATED ITEM WITH THE TREATMENT QUALITY MARK OF AN INSPECTION AGENCY APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW. 11.APPLICATION: TREAT ITEMS INDICATED ON DRAWINGS, AND THE FOLLOWING: WOOD CANTS, NAILERS, CURBS, EQUIPMENT SUPPORT BASES, BLOCKING, STRIPPING AND SIMILAR MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WATERPROOFING. WOOD SILLS, SLEEPERS, BLOCKING, FURRING, STRIPPING, AND SIMILAR CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE. WOOD FRAMING MEMBERS LESS THAN 18 INCHES ABOVE GRADE. WOOD FLOOR PLATES THAT ARE INSTALLED OVER CVONCRETE SLABS DIRECTLY IN CONTACT WITH THE EARTH. 12.FLOOR JOIST FRAMING INSTALLATION: INSTALL FLOOR JOISTS PER MANUFACTURER'S INSTRUCTIONS TO MEET MINIMUM BEARING CONDITIONS, SUPPORT ENDS, CROWN EDGE, AND ETC. WHERE SUPPORTED ON WOOD MEMBERS, BY USING METAL FRAMING ANCHORS, WHERE FRAMED INTO WOOD SUPPORTING MEMBERS, BY USING METAL JOIST HANGERS. FRAME OPENINGS WITH HEADERS AND TRIMMERS SUPPORTED BY METAL JOIST HANGERS, DOBLE HEADERS AND TRIMMERS WHERE SPAN OF HEADER EXCEEDS 48 INCHES. DO NOT NOTCH JOISTS, DO NOT BORE HOLES LARGER THAN 1" LOCATED NOT CLOSER THAN INCHES FROM TOP OR BOTTOM CHORDS. PROVIDE SOLID BLOCKING OF 2 INCH NOMINAL THICKNESS BY DEPTH OF JOIST AT ENDS OF JOIST UNLESS NAILED TO HEADER OR BAND. LAP MEMBERS FRAMING FROM OPPOSITE SIDES OFBEAMS, GIRDERS, OR PARTITIONS NOT LESS THAN 4 INCHES OR SECURELY TIE OPPOSING MEMBERS TOGETHER. PROVIDE SOLID BLOCKING OF 2 INCH NOMINAL THICKNESS BY DEPTH OF JOIST OVER SUPPORTS. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER JAMB STUDS FOR OPENINGS. PROVIDE BRIDGING OF TYPE INDICATED BELOW, AT INTERVALS OF 96 INCHES O.C. BETWEEN JOISTS. STEEL BRIDGING INSTALLED TO COMPLT\Y WITH BRIDGING MANUFACTURER'S WRITTEN INSTRUCTIONS. CEILING JOIST AND RAFTER FRAMING INSTALLATION: CEILING JOISTS INSTALL CEILING JOISTS WITH CROWN EDGE UP AND COMPLYING WITH REQUIREMENTS SPECIFIED ABOVE FOR FLOOR JOISTS. FACE NAIL TO ENDS OF PARALLEL RAFTERS. WHERE CEILING JOISTS ARE AT RIGHT ANGLES TO RAFTERS, PROVIDE ADDITIONAL SHORT JOISTS PARALLEL TO RAFTERS FROM WALL PLATE TO FIRST JOIST; NAIL TO ENDS OF RAFTERS AND TO TOP PLATE AND NAIL TO FIRST JOISTS OR ANCHOR WITH FRAMING ANCHORS OR METAL STRAPS. PROVIDE 1X8 OR 2X4 NOMINAL STRINGERS SPACED 48 INCHES O.C. CROSSWISE OVER MAIN CEILING JOISTS. RAFTERS, NOTCH TO FIT EXTERIOR WALL PLATES AND USE METAL FRAMING ANCHORS, DOUBLE RAFTERS TO FROM HEADERS AND TRIMMERS AT OPENINGS IN ROOF FRAMING, IF ANY, AND SUPPORT WITH METAL HANGERS. WHERE RAFTERS ABUT AT RIDGE, PLACE DIRECTLY OPPOSITE EACH OTHER AND NAIL TO RIDGE MEMBER OR USE METAL RIDGE HANGERS. AT HIPS AND VALLEYS, PROVIDE DOUBLE RAFTERS OF SIZE INDICATED OR, IF NOT INDICATED, OF SAME THICKNESS AS REGULAR RAFTERS AND 2 IN. DEEPER. BEVEL. ENDS OF JACK RAFTERS FOR FULL BEARING AGAINST VALLEY OR HIP RAFTERS. GENERAL: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPENCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE COMMENCING WORK SO THAT PROPER REMEDIAL WORK CAN BE EXECUTED. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY EXECUTE ALL WORK AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILARS CONDITIONS AND MATERIALS. 4. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE FLORIDA STATE BUILDING CODE, THE NDS, AND ALL APPLICABLE ASTM STANDARDS. IN CASES OF CONFLICT, THE MOST STRINGENT WITH APPROVED SHOP DRAWINGS. 5. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE, LOCATION, TYPE, AND DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS, ETC. TO BE SET OR CAST IN CONCRETE PRIOR TO PLACEMENT. ALL SUCH ITEMS TO BE STRICT ACCORDANCE WITH APPROVED SHOP DRAWINGS. 6. GENERAL CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZE NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE. SHOP DRAWINGS 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY THE EOR AND THE PROJECT ARCHITECT. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: - CONCRETE POST-INSTALLED ANCHORS - PREFABRICATED FLOOR JOISTS, JOIST CONNECTIONS, JOIST TO FRAME CONNECTIONS, AND CALCULATIONS (SIGNED AND SEALED BY PROFESSIONAL ENGINEER IN THE STATE THE PROJECT IS BEING COSTRUCTED). - PREFABRICATED ROOF AND FLOOR TRUSSES, TRUSS CONNECTIONS, TRUSS TO FRAME CONNECTIONS, AND CALCULATIONS (SIGNED AND SEALED BY PROFESSIONAL ENGINEER IN THE STATE THE PROJECT IS BEING CONSTRUCTED). - REINFORCED EXISTING ROOF TRUSSES, TRUSS CONNECTIONS, AND CALCULATIONS (SIGNED AND SEALED BY PROFESSIONAL ENGINEER IN THE STATE THE PROJECT IS BEING CONSTRUCTED). - ENGINEERED WOOD COMPONENTS (GLUED-LAMINATED WOOD, LVL MICROLAM, FRAMING, PSL, PLYWOOD CHORD FLOOR TRUSSES, ETC. - MASONRY REBARS, GROUT AND CONCRETE MIX DESIGN. - CONCRETE REBARS AND CONCRETE MIX DESIGN. 2. SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED. SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT LIMITED TO: MEMBER SIZES AND DIMENSIONS. GRADES OF MATERIAL FURNISHED; INFORMATION REGARDING CUTS, COPES, AND HOLES REQUIRED FOR OTHER TRADES; END CONNECTIONS; CAMBER AND OTHER DEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATION PROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION. 3. CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS FOR REVIEW BY EOR. ELECTRONIC COPIES SHALL BE SUBMITTED TO EOR IN PDF FILE FORMAT. ABBREVIATIONS ARCH. – ARCHITECT O.C. – ON CENTER TYP. – TYPICAL CONT. – CONTINUOUS P.T. - PRESSURE TREATED U.N.O – ULESS NOETED OTHERWISE DIA. – DIAMETER SIM. – SIMILAR W/ – WITH SIMP. – SIMPSON STRONG TIE W/O – WITH OUT F.F.E – FINISH FLOOR ELEVATION REQ'D – REQUIRED T/ – TOP B/ – BOTTOM F.V. – FIELD VERIFY FASTENERS SCREW ANCHORS SHALL BE HILTI KWIK HUS-EZ, SIMPSON STRONG-TIE TITEN HD, POWERS WEDGE-BOLT OR APPROVED EQUAL, UON. EMBEDMENT IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE BOLT DIAMETER, UON. CLEAN HOLE AND INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. ADHESIVE ANCHORING (EPOXY) • ADHESIVE ANCHORING FOR CONCRETE SHALL BE HILTI HIT-HY 200 CARTRIDGE SYSTEM, SIMPSON STRONG-TIE AT-XP, POWERS PURE 110+ OR APPROVED EQUAL, UON. EMBEDMENT DEPTH SHALL BE AT LEAST 12 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. THE HOLE SHALL BE CLEANED PER MANUFACTURER'S RECOMMENDATIONS BY BRUSHING OUT WITH WIRE BOTTLE BRUSH AND BLOWN OUT WITH AIR USING A COMPRESSOR WITH A FUNCTIONAL OIL TRAP (EXCEPT WHERE PERMITTED WHEN USING A HILTI SAFE SET HIT Z ANCHOR ROD OR HILTI HOLLOW DRILL BIT w/ VACUUM). • GENERAL - ANCHORS SHALL MEET THE REQUIREMENTS OF ACI 355.4. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE MANUFACTURER. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY, WHICH SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER IN ACCORDANCE WITH ACI318 AND CONTINUIOUSLY INSPECTED PER ACI 318. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. • CAPACITIES - UON, DESIGN BOND STRENGTH OF ANCHORS HAVE BEEN BASED ON CRACKED CONCRETE, ACI 355.4 TEMPERATURE CATEGORY B, AND INSTALLATIONS INTO DRY HOLES DRILLED WITH A ROTARY IMPACT DRILL OR ROCK DRILL INTO CONCRETE THAT HAS CURED AT LEAST 21 DAYS AND HAS A CONCRETE TEMPERATURE OF AT LEAST 50 DEGREES F AT TIME OF ANCHOR INSTALLATION. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S001 NEW CONSTRUCTION - LUNDGREN RESIDENCE GENERAL NOTES EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 STRUCTURAL INDEX SHEET LIST SHEET # SHEET DESCRIPTION S001 GENERAL NOTES S002 GENERAL NOTES AND COMPONENTS AND CLADDING DIAGRAM S003 SCHEDULES AND TABLES S110 FOUNDATION AND SLAB PLAN S111 SHEARWALL, WALL FRAMING, HEADERS, AND HOLD-DOWN PLAN S140 ROOF FRAMING PLAN S501 TYPICAL CONCRETE DETAILS AND SECTIONS S502 TYPICAL MASONRY DETAILS AND SECTION S601 TYPICAL WOOD FRAMING DETAILS S602 WOOD FRAMING, BEARING AND SHEARWALL SECTIONS AND DETAILS NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531 REINFORCED CONCRETE NOTES 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2. ALL CONCRETE PLACED SHALL BE VIBRATED BY MECHANICAL VIBRATORS. 3. COMPLETE FABRICATION AND PLACING DRAWINGS FOR REINFORCING STEEL SHALL BE SUBMITTED FOR APPROVAL. NO FABRICATION MAY BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND APPROVED. 4. LAP SPLICES FOR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. SPLICES SHALL BE AS CALLED FOR IN THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE". 5. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER: COVER (INCHES) 3 2 1 1/2 1 1/2 3/4 MEMBERS CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS THROUGH #18 BARS #5 BARS OR SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: SLAB AND WALLS: #14 AND #18 BARS #11 BARS AND SMALLER 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORT FOR REINFORCING TO ENSURE THE REINFORCEMENT REMAINS IN ITS INTENDED POSITION WHEN CASTING CONCRETE. THE SUPPORT SHALL BE CONSTRUCTED OF A TYPE THAT WILL NOT DAMAGE THE VAPOR BARRIER BELOW. 7. SPLICE WELDING OF REINFORCING STEEL SHALL BE DONE IN STRICT ACCORDANCE WITH THE AMERICAN WELDING SOCIETY "REINFORCING STEEL WELDING CODE". PREHEATING OF THE REINFORCING SHALL BE BASED ON THE CARBON EQUIVALENCY DETERMINED FROM REINFORCING MILL REPORTS. GRADE 40 REINFORCING SHALL BE WELDED WITH E90XX LOW HYDROGEN ELECTRODES. 8. MANUAL WELDING OF REINFORCING BARS FOR EMBEDS IS NOT ALLOWED. 9. SAWN JOINTS IN SLABS-ON-GRADE SHALL SHALL BE CUT AS SOON AS POSSIBLE AFTER THE CONCRETE HARDENS. JOINTS CAN BE CUT WITH A POWER BLADE WITHIN 4 TO 12 HOURS AFTER THE SLAB HAS BEEN CAST AND FINISHED. JOINTS MUST BE CUT AS SOON AS THE CONCRETE IS FIRM ENOUGH NOT TO BE TORN OR DAMAGED BY THE BLADE. THE CONCRETE IS HARD ENOUGH WHEN THE BLADE DOES NOT DISLODGE ANY AGGREGATE AND WHEN THE EDGES OF THE CUT DO NOT RAVEL. 10.CONTROL JOINTS IN ALL FOUNDATION AND RETAINING WALLS SHALL BE PLACED NOT MORE THAN 15'-0" APART AND SHALL BE 3/4" V-CHAMFERED ON BOTH SIDES, UNLESS NOTED OTHERWISE. EXPANSION JOINTS SHALL BE LOCATED AS NOTED ON THE PLANS. SEE TYP. DETAIL SHEET. 11.CHAMFER EXPOSED CONCRETE EDGES 3/4". 12.CONCRETE WALLS SHALL BE REINFORCED AROUND ALL OPENINGS WITH 2~#5 BARS ON ALL SIDES AND EXTENDED 2'-0" BEYOND OPENING UNLESS NOTED OTHERWISE. 13.THE LONGITUDINAL REINFORCING STEEL IN BOND BEAMS, WALLS AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS. SEE TYP. DETAIL SHEET. 14. THE CONCRETE MIX DESIGNS ARE THE RESPONSIBILITY OF THE SUPPLIER. MIX DESIGNS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO CONCRETE PLACEMENT. 15. A MIX DESIGN SHALL BE PROVIDED FOR EACH TYPE OF CONCRETE. THE MIX DESIGNS SHALL CLEARLY INDICATE ALL MATERIALS USED IN THE MIX, THE TYPE (USE) OF THE CONCRETE MIX, AND ALL MIX BACK-UP, DATA, TO INCLUDE BUT NOT LIMITED TO, THE COMPRESSIVE STRENGTH BREAK DATA FOR EACH MIX BEING SUBMITTED, FINE AND COARSE AGGREGATE GRADATIONS, AND ALL ADMIXTURES. 16. THE USE OF FLY ASH IS PROHIBITED IN ANY EXPOSED MEMBERS. FLY ASH SHALL BE ALLOWED IN FOUNDATIONS AND SUB-SLABS UPON ENGINEER'S APPROVAL. CONCRETE MIX DESIGNS SHALL BE SUBMITTED AND APPROVED PRIOR TO CASTING ANY CONCRETE. 17. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE 1. MILL CERTIFICATE SHALL SHOW TOTAL ALKALINE CONTENT NOT EXCEEDING 0.6%. 18. CONCRETE SHALL HAVE A MAXIMUM SLUMP = 4±1" UNLESS APPROVED BY ENGINEER. 19. THE MIX SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. TROWEL FINISHED INTERIOR SLABS SUBJECTED TO VEHICULAR TRAFFIC SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.53. 20. ALL INTERIOR TROWEL FINISHED SLABS, SUBJECTED TO VEHICULAR TRAFFIC, SHALL HAVE A MAXIMUM ENTRAPPED AIR CONTENT OF 3%. 21. WATER SHALL BE POTABLE, CLEAN AND FREE FROM OILS, ACIDS, SALTS AND OTHER DELETERIOUS SUBSTANCES. 22.ALL EXPOSED EXTERIOR CONCRETE, SUBJECTED TO FREEZE/THAW CYCLES, SHALL ACHIEVE AN AIR CONTENT OF 6% ± 1.5. 23. WATER REDUCING AGENTS SHALL CONFORM TO ASTM C494.1 24. AIR ENTRAINING AGENTS SHALL CONFORM TO ASTM C260. 25. AGGREGATE SHALL CONFORM TO ASTM C33. COARSE AGGREGATE SHALL BE CRUSHED ROCK OR CRUSHED GRAVEL AND SHALL BE GRADED FROM 1 1/2" TO A NO. 4 SIEVE FOR WALLS AND SLABS. A LARGER AGGREGATE, GRADED FROM 2" TO NO. 4 SIEVE FOR FOUNDATIONS IS ACCEPTABLE. COMBINED AGGREGATE GRADATION SHALL BE 8% TO 18% RETAINED ON EACH SIEVE BELOW THE TOP SIZE AND ABOVE THE NO. 100 SIEVE. 26. AGGREGATES SHALL BE TESTED FOR SOUNDNESS IN ACCORDANCE WITH ASTM C88 AND FOR POTENTIAL REACTIVITY IN ACCORDANCE WITH ASTM C289. AGGREGATES USED FOR SLABS SHALL BE CONSIDERED INNOCUOUS WHEN TESTED IN ACCORDANCE WITH ASTM C289. 27. ALL CONCRETE TESTING SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AND IN ACCORDANCE WITH ALL APPLICABLE ASTM SPECIFICATIONS. 28. SAMPLE EACH TYPE/CLASS OF CONCRETE AT A RATE OF NOT LESS THAN ONE PER DAY NOR LESS THAN ONE PER 100 CU. YD. NOR LESS THAN ONE FOR EACH 5,000 SQ. FT. OF SURFACE AREA FOR SLABS AND WALLS (REF ACI 318, 5.6). IF TOTAL VOLUME OF CONCRETE IS SUCH THAT FREQUENCY OF TESTING REQUIRED WOULD PROVIDE LESS THAN 5 STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TESTS SHALL BE MADE FROM AT LEAST 5 RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN 5 BATCHES ARE USED. 29. EACH SAMPLE SHALL BE TESTED FOR, AS A MINIMUM, SLUMP, AIR CONTENT, TEMPERATURE, UNIT WEIGHT, AND COMPRESSIVE STRENGTH. 30. COMPRESSIVE STRENGTH TESTS SHALL BE AS FOLLOWS: 1 CYLINDER SHALL BE TESTED @ 7 DAYS AFTER POUR, 2 CYLINDERS SHALL BE TESTED @ 28 DAYS AFTER POUR AND 1 CYLINDER SHALL BE HELD IN RESERVE. 31.VAPOR RETARDER SHALL BE STEGO WRAP 10 MIL CLASS A OR APPROVED EQUAL. RETARDER SHALL BE INSTALLED, LAPPED 6" MIN. AND TAPED PER MFG. RECOMMENDATIONS. 32. ALL ANCHOR RODS AND EMBEDDED ITEMS SHALL BE ACCURATELY LOCATED AND SECURELY SUPPORTED PRIOR TO CONCRETE POUR. WET SETTING OF ANCHOR RODS AND EMBEDDED ITEMS IS PROBHIBITED. a = 6 FT. 5 4 5 5 4 5 a a CONCRETE (28 DAYS) FOOTINGS PIERS WEAR SLAB/SLAB-ON-GRADE ELEVATED SLABS SUB-SLAB PRECAST/PRESTRESSED CONCRETE TILT-UP ALL OTHER CONCRETE REINFORCING STEEL HEADED STUDS WELDED WIRE FABRIC COMPOSITE STUDS DEFORMED BAR ANCHORS (DBA) STRAND ADHESIVE ANCHORING 3000 PSI 3000 PSI 4000 PSI 3000 PSI 3000 PSI 5000 PSI (MIN.) 4000 PSI (3000 PSI @ 7 DAYS) 3000 PSI A615 GRADE 60 A108 A185 SIZE AS NOTED ON DRAWINGS MEETING AWSD1.1 A1064 UNCOATED, ASTM-416 GRADE 270 HILTI HIT-RE 500 V3 ADHESIVE ANCHOR SYSTEM (ICC ESR-3814) HILTI HIT-RE 500-SD ADHESIVE ANCHOR SYSTEM (ICC ESR-2322) HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM (ICC ESR-3187) a = 6 FT. 3 2 1 1 1 1 1 1 1 1 1 2 2 2 2 2 22 2 2 2 22 3 3 3 3 33 3 3 3 3 3 3"a""a""a""a"REINFORCED MASONRY NOTES 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530/ASCE 5/ TMS 402 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES". 2. WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 4'-0" LIFTS MAXIMUM. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED. 4. FILL ALL CELLS BELOW FINISHED FLOOR. 5. ALL ANCHORS INSERTED INTO WALL SHALL BE PLACED IN FULLY GROUTED CELLS. 6. GROUTING SHALL BE STOPPED 1 1/2" BELOW THE TOP OF A COARSE SO AS TO FORM A KEY AT THE POUR JOINT/UPPER POUR. 7. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT NOT LESS THAN 1/2" BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 8. WHERE LINTELS BEAR ON MASONRY WALLS, THEY SHALL BEAR ON EITHER A BOND BEAM COURSE OR CORES GROUTED SOLID. ALL LINTELS SHALL HAVE AT LEAST 8" OF BEARING AT EACH END UNLESS NOTED OTHERWISE. 9. VERTICAL CELLS TO BE FILLED WITH GROUT SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS, VERTICAL CELL MEASURING NOT LESS THAN 3" AND HAVING A CLEAR AREA OF 10 SQUARE INCHES. 10.ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WITH GROUT WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL BE FULL-BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD (OR END) JOINTS SHALL BE FILLED SOLID WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES OR BY EQUIVALENT MECHANICAL ANCHORAGE. 11.TYPICAL JOINT REINFORCEMENT: PROVIDE #9 GALV. HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" O.C. VERTICALLY UNLESS NOTED OTHERWISE. LAP JOINT REINFORCEMENT 12" MINIMUM. 12.JOINT REINFORCEMENT AT CONTROL JOINTS: PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 32" O.C. ACROSS VERTICAL CONTROL JOINTS IN WALLS. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. ACROSS VERTICAL CONTROL JOINTS IN BOND BEAMS. 13.TOP AND BOTTOM REINFORCEMENT IN BOND BEAMS SHALL BE CONTINUOUS ACROSS CONTROL JOINTS. 14.LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES AND SECURE IN POSITION WITH SPACERS BEFORE GROUTING. 15.PROVIDE 1-#5 BAR VERTICAL MINIMUM AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF CONTROL JOINTS. 16.PROVIDE 2-#5 BARS VERTICAL AT 8" O.C. AT WALL ENDS. 17.PROVIDE 1-#5 BAR VERTICAL MINIMUM EACH SIDE OF OPENING 4'-0" WIDE OR LESS. PROVIDE 2~#5 BARS VERTICAL MINIMUM 8" O.C. ON EACH SIDE OF OPENING GREATER THAN 4'-0". 18.VERTICAL REINFORCING BARS SHALL TERMINATE WITH HOOKS IN THE TIE BEAM OR BEAM ABOVE. 19.REINFORCING BARS SHALL BE SECURED IN POSITION PRIOR TO GROUTING CELLS. 20.VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM OF 3/4" CLEARANCE FROM FACE OF MASONRY. 21.WHERE OPENINGS IN WALL REQUIRE CUTTING OF BLOCK, THE CONTRACTOR SHALL ALLOW FOR CUTTING OF THE BLOCK SUCH THAT 1~#5 VERTICAL CAN BE INSTALLED AND GROUTED. 22.PROVIDE VERTICAL CONTROL JOINTS AT 24'-0" O.C. MAXIMUM. LOCATE BOND BEAM CONTROL JOINTS AT CENTERLINE OF COLUMNS AS APPROPRIATE. SEE DRAWING S002 FOR ADDITIONAL INFORMATION. 23.VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 10 FEET. 24.GROUT MIX DESIGN IS THE RESPONSIBILITY OF THE SUPPLIER. MIX DESIGN SHALL BE APPROVED BY STRUCTURAL ENGINEER PRIOR TO PLACEMENT. GROUT SHALL HAVE A MAXIMUM SLUMP = 9±1" AND A 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI MIN. 25.AGGREGATE FOR GROUT SHALL CONFORM TO ASTM C404. 26. AGGREGATE FOR MORTAR SHALL CONFORM TO ASTM C144. 27.WATER SHALL BE POTABLE, CLEAN AND FREE FROM OILS, ACIDS, SALTS AND OTHER DELETERIOUS SUBSTANCES. 28.REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. 29.REINFORCEMENT PLACEMENT DRAWINGS FOR ALL MASONRY WALLS SHALL BE SUBMITTED AND REVIEWED PRIOR TO CONSTRUCTION. 30.MATERIAL CERTIFICATES AND TEST REPORTS SHALL BE PROVIDED FOR EACH TYPE OF MASONRY UNIT. MASONRY CONCRETE MASONRY UNIT (CMU) NET AREA ASSUMED; An MORTAR GROUT JOINT REINFORCEMENT SCREW ANCHOR ADHESIVE ANCHORING C90, f’m = 2000 PSI FACE SHELL BEDDING NCMA-TEK 141A C270 TYPE M OR S BELOW GRADE, TYPE N OR S ABOVE GRADE C476 2000 PSI W1.7 OR 0.148” DIA. SIMPSON STRONG-TIE TITEN HD SCREW ANCHOR (ICC ESR-1056) HILTI HIT-HY 270 ADHESIVE ANCHOR SYSTEM (ICC ESR-4143) 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S002 NEW CONSTRUCTION - LUNDGREN RESIDENCE GENERAL NOTES AND COMPONENTS AND CLADDING DIAGRAM EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 COMPONENTS AND CLADDING DIAGRAM - WALL ROOF COMPONENTS & CLADDING DIAGRAM NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531 SHEAR WALL SCHEDULE MARK TYPE SHEATHING WOOD SHEATHING NAILING (NAIL SIZE - EDGE SPACING - FIELD SPACING) EXTERIOR/INTERIOR SHEAR WALL SOLE PLATE ANCHORS SHEAR WALL NOTES: 1.SEE TYPICAL SHEAR WALL CONSTRUCTION DETAILS FOR VARIOUS WALL TYPES. 2.ALL CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY. 3.BLOCK ALL EDGES OF SHEAR WALL SHEATHING WHERE INDICATED AS (BLOCKED) IN SHEAR WALL SCHEDULE. 4.ATTACH SHEAR WALL SHEATHING DIRECTLY TO THE WALL FRAMING (STUDS). 5.SHEATHING INDICATED IN SCHEDULES IS THE SHEATHING REQUIRED TO RESIST CODE REQUIRED LATERAL LOADS. SEE ARCHITECTURAL DOCUMENTS FOR ALL OTHER SHEATHING REQUIREMENTS. 6.USE COMMON NAILS, FOR WOOD SHEATHING NAILING AND COOLER NAILS FOR GYPSUM WALLBOARD NAILING, U.N.O. 7.(*) DENOTES 5/8" GYPSUM WALLBOARD OR 5/8" PVC OR VINYL WALLBOARD. GYPSUM WALLBOARD NAILING (NAIL SIZE - EDGE SPACING - FIELD SPACING) 1SW1 GYPSUM WALLBOARD PER SCHEDULE (SEE NOTE 7)WOOD SHEATHING PER SCHEDULE WOOD STUD INTERIORGARAGE TYPE 1 10d -2" -2" GARAGE: 15/32" WOOD SHEATHING INTERIOR: (*) 5/8" GYPSUM WALLBOARD SP15d -4" -4" 2SW2 ---- GARAGE: (*) 5/8" GYPSUM WALLBOARD INTERIOR: (*) 5/8" GYPSUM WALLBOARD SP26d -4" -4" GYPSUM WALLBOARD PER SCHEDULE (SEE NOTE 7) WOOD STUD INTERIORGARAGE TYPE 2 GYPSUM WALLBOARD PER SCHEDULE (SEE NOTE 7) 16d COMMON NAILS AT 16" OC 16d COMMON NAILS AT 16" OC EACH FACE 1/2" PLYWOOD SPACER 2X6 CONT BETWEEN BEARING STUDS H2/S003H1/S003 J1/S003 10d COMMON NAILS STAGGERED AT 12" OC 1/2" PLYWOOD SPACER 16d COMMON NAILS AT 16" OC 2X6 CONT BETWEEN BEARING STUDS FULL HEIGHT STUD SEE SCHEDULE 10d COMMON NAILS STAGGERED AT 8" OC BEARING STUD SEE SCHEDULE J2/S003 FULL HEIGHT STUD SEE SCHEDULE 10d COMMON NAILS STAGGERED AT 8" OC BEARING STUD SEE SCHEDULE J3/S003 FULL HEIGHT STUD SEE SCHEDULE 10d COMMON NAILS STAGGERED AT 8" OC BEARING STUD SEE SCHEDULE J4/S003 FULL HEIGHT STUD SEE SCHEDULE 10d COMMON NAILS STAGGERED AT 8" OC BEARING STUD SEE SCHEDULE WOOD HEADER JAMB AND SILL SCHEDULE H1 HEADER JAMB SILL H2 MARK SIZE MAX. OPENING DETAIL SIZE FULL HEIGHT STUDS BEARING STUDS DETAIL REMARKS (2) 2x6 (2) 2x8 H1/S003 H1/S003 (2) 2x4 (2) 2x4 (1) 2x4 (2) 2x4 J1/S003 J2/S003 (1) 2x4 (1) 2x6 SP #2 NOTE: 1.SEE TYPICAL WOOD FRAMING ELEVATION FOR WALL CONFIGURATIONS. H7 (3) 1 3/4" x7 1/4" -------H2/S003 (3) 2x6 (6) 2x6 J4/S003 ----- SP #2 LVL MICROLAM H4 (3) 2x8 H2/S003 (3) 2x6 J2/S003 (2) 2x6 SP #2 H5 (3) 2x10 H2/S003 (4) 2x6 J2/S003 (2) 2x6 SP #2 H3 (3) 2x6 H2/S003 (2) 2x6 (2) 2x6 J2/S003 (2) 2x6 SP #2 ------- ------- ------- ------- ------- H6 (3) 2x12 H2/S003 (5) 2x6 J2/S003 (2) 2x6 SP #2------- H8 (3) 1 3/4" x9 1/4" -------H2/S003 (3) 2x6 (3) 2x6 J4/S003 -----LVL MICROLAM H9 (3) 1 3/4" x11 1/4" -------H2/S003 (3) 2x6 (3) 2x6 J4/S003 -----LVL MICROLAM H10 (3) 1 3/4" x11 7/8" -------H2/S003 (4) 2x6 (3) 2x6 J4/S003 -----LVL MICROLAM H11 (3) 1 3/4" x14" -------H2/S003 (5) 2x6 (3) 2x6 J4/S003 -----LVL MICROLAM (2) 2x6 (2) 2x6 (2) 2x6 EXTERIOR/INTERIOR SHEAR WALL SOLE PLATE CONNECTION SCHEDULE 1/2" DIA. HILTI TITEN HD WITH MINIMUM EMBED = 6" MARK TYPE SPACING (ON CENTER)COMMENTS SP1 1'-2"----- SHEAR WALL SOLE PLATE CONNECTION NOTES: 1.EACH SOLE PLATE WALL SEGMENT REQUIRES (3) ANCHORS MINIMUM. 2.WHERE NOT INDICATED ON PLAN, ANCHOR WALL SOLE PLATES W/ "SP1" FIRST FLOOR AND "SP5" SECOND FLOOR. 1/2" DIA. HILTI TITEN HD WITH MINIMUM EMBED = 4"SP2 2'-0"----- CONCRETE TENSION LAP SPLICE SCHEDULE #3 28" BAR SIZE #4 37" #5 47" #6 56" #7 81" #8 93" #9 118" 19" 31" 37" 54" 62" 70" 25" 22" 29" 36" 43" 63" 72" 81" 24" 32" 40" 48" 70" 80" 91" TOP BARS OTHER BARS 4000 PSI OTHER BARSTOP BARS 3000 PSI NOTES: 1.TABULATED VALUES ARE BASED ON THE FOLLOWING: NORMAL WEIGHT CONCRETE. UNCOATED GRADE 60 REINFORCING BARS. CLEAR COVER NOT LESS THAN 1.0 x BAR DIAMETER. CLEAR SPACING NOT LESS THAN 2.0 BAR DIAMETER. LAP CLASS B. 2.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. HOLD-DOWN SCHEDULE MARK TYPE FASTENERS TO VERTICAL STUD THRU FLOOR ANCHOR/CONCRETE SLAB COMMENTS HOLD-DOWN NOTES: 1.HOLD-DOWNS MANUFACTURED BY SIMPSON STRONG-TIE. 2.USE COMMON NAILS, U.N.O. 3.IF SCHEDULED POST DIFFERS FROM POST ON PLAN PROVIDE LARGER OF TWO POSTS. 4.HOLD-DOWN MAY BE LOCATED WITHIN 8" OF SHEAR WALL SEGMENT END TO AVOID CONFLICTS, BUT HOLD-DOWNS MUST ALIGN VERTICALLY. 5.NUMBER OF FASTENERS INDICATED IN HOLD-DOWN SCHEDULE INDICATES TOTAL NUMBER OF FASTENERS REQUIRED FOR EACH INDIVIDUAL HOLD-DOWN. 6.AT LOCATIONS WHERE HOLD-DOWNS ARE ATTACHED TO MULTIPLE VERTICAL STUDS, NAIL SHEAR WALL SHEATHING TO EACH VERTICAL STUD WITH FASTENERS SPECIFIED IN SHEAR WALL SCHEDULE AT 6" O.C.; STAGGER FASTENERS IN ADJOINING STUDS. 7.SEE "TYPICAL EXPANSION ANCHOR HOLD-DOWN DETAIL". POST DTT2ZHD1 (2) 2x68-SDS 1/4"x1 1/2" 1/2" DIA. THREADDED ROD (4" EMBEDMENT) SEE NOTES HDU11-SDS2.5HD2 (4) 2x630-SDS 1/4"x1 1/2" 1" DIA. THREADDED ROD (6" EMBEDMENT) SEE NOTES TRUSS BLOCKING DESIGN CRITERIA (2) BLOCKING PANEL BETWEEN EVERY TRUSSSHEAR WALL 1 LOCATION MAXIMUM SPACING SERVICE UNIT SHEAR 1,750 LBS/FT (1) BLOCKING PANEL BETWEEN EVERY OTHER TRUSS OTHERWISE 350 LBS/FT (1) BLOCKING PANEL BETWEEN EVERY TRUSSSHEAR WALL 2 750 LBS/FT TRUSS / RAFTER UPLIFT CONNECTION TO TOP PLATE SCHEDULE CONNECTOR FASTENERS TO TRUSS TO PLATES UPLIFT LATERAL OR JOIST OR HEADER OR WALL REMARKSQTY.MARK H10A (9) 10d x 1 1/2" 2,280 LBS. EXTERIOR LOAD BEARING CMU WALL2 ALLOWABLE ALLOWABLE TRUSS / RAFTER CONNECTOR NOTES: 1.ALL ANCHORS TO BE SIMPSON (WWW.STRONGTIE.COM) OTHER CONNECTORS MAY BE USED BUT MUST BE PROVEN EQUAL TO THE UPLIFT VALUES GIVEN IN THE TABLE. 2.THE CONTRACTOR SHALL SELECT AN UPLIFT CONNECTOR(S) FOR EACH TRUSS/RAFTER THAT MEETS OR EXCEEDS THE UPLIFT/LATERAL REACTIONS ON THE SCHEDULE PROVIDED ABOVE. 3.WOOD TOP PLATES SHALL BE #2 SOUTHERN PINE. WOOD TOP PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4.HURRICANE TIES IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE A MINIMUM ZMAX FINISH. 5.THE CONTRACTOR MAY USE ALTERNATE CONNECTORS WITH EQUIVALENT CAPACITIES. ALTERNATE CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 6.WHERE (2) CONNECTORS ARE USED, INSTALL SO THAT FASTENERS ARE STAGGERED WHERE FASTENERS ARE NOT STAGGERED SISTER TRUSS/RAFTERS WITH ADDED 2x ATTACHED WITH 10d NAILS TO MATCH NUMBER OF FASTENERS IN CONNECTOR. 7.PROVIDE VGTR/L CONNECTOR AT ALL GIRDER TRUSS/RAFTER LOCATIONS. GIRDER TRUSS/RAFTER IS DEFINED AS GIRDER CARRYING OTHER TRUSS/RAFTER OR MULIPLE PLY TRUSS/RAFTERS WITH SPECIAL LOADING. 1,180 LBS.(9) 10d x 1 1/2" VGT (32) SDS 1/4" x 3" 7,185 LBS. GIRDER / HIP TRUSSES AT EXTERIOR LOAD BEARING CMU WALL 2 ----2-5/8" 1,200 LBS.INTERIOR LOAD BEARING WOOD WALLS2H2.5A (5) 8d (5) 8d 220 LBS. MARK MH1 MH2 MH3 DEPTH 8" 16" 24" 1-#5 BOTTOM 1-#5 BOTTOM REINFORCEMENT 6" WALL 8" WALL NOTES: 1. PROVIDE 8" MIN. BEARING EACH END. 2. ALL LINTELS SHALL BE GROUTED SOLID. 3. REFER TO ARCH. & MECH. DWGS. FOR EXACT SIZE AND LOCATION OF MASONRY OPENINGS. 4. ALL PRECAST LINTELS SHALL BE HIGH STRENGTH PRECAST/PRESTRESSED. 5. ALL LINTELS SHALL HAVE A MINIMUM 3"x4" OPENING/NOTCH AT THE END OVER SUPPORTS TO ACCOMMODATE VERTICAL REINFORCEMENT AND GROUT. 6. PRECAST LINTEL SUPPLIER SHALL SUBMIT CAPACITY/LOAD RATING TABLES SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT STATE.DEPTHDEPTHCONCRETE BEAM BOND BEAM REINFORCEMENT REINFORCEMENT #4 STIRRUP @ 8" O.C. (@ 12'-0" TO 16'-8") #4 STIRRUP @ 12" O.C. (@ ALL OTHERS) * USE CONCRETE BEAM ONLY 2-#5 BOTTOM WITH #3 TIES AT 16" O.C. CONC MASONRY WALL SEE SCHEDULEDEPTHMASONRY BOND BEAM LINTEL, SEE SCHEDULE FOR SIZE & REINF0'-2 1/2"2" CLRTOP BARS PER SCHEDULE STIRRUPS PER SCHEDULE GROUT LINTEL SOLID BTM BARS PER SCHEDULE WOOD POST SCHEDULE MARK MEMBER 6X6 P.T. POSTWP1 COMMENTS WP2 ATTACH BASE W SIMPSON AB66Z COLUMN BASE 12X12 P.T. POST ATTACH BASE W SIMPSON AB1212Z COLUMN BASE MASONRY LAP SPLICE SCHEDULE #3 2'-3" BAR SIZE #4 #5 #6 LAP SPLICE 3'-0" 3'-9" 4'-6" 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S003 NEW CONSTRUCTION - LUNDGREN RESIDENCE SCHEDULES AND TABLES EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SHEAR WALL SCHEDULE WOOD HEADER JAMB AND SILL SCHEDULE EXTERIOR SHEAR WALL SOLE PLATE CONNECTION SCHEDULE HOLD-DOWN SCHEDULE TRUSS BLOCK DESIGN CRITERIA TRUSS/RAFTER UPLIFT CONNECTION TO TOP PLATE SCHEDULE CONCRETE MASONRY LINTEL SCHEDULE WOOD POST SCHEDULE NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531 SE1.8 ON GRANULAR BASE (PER NOTES) ON COMPACTED FILL. 6X6 - W1.4xW1.4 WWF ON 6 MIL VAPOR RETARDER T/SLAB ELEV. 0'-0" (F.V.) 4" CONCRETE SLAB W/6"25'-8"4'-0"13'-8"8'-8"6'-6"3'-0"6'-6"5'-4"5'-4"5'-4"18'-0"3'-0"5'-0" 10'-4"4'-10"3'-0"4'-10"4'-8"3'-8"3'-0"3'-4"2'-2"16'-0"2'-2"6"6"SE1.8SE2.0 SE1.8 SE2.0 SE2.0 SE1.8 SE1.8 SE1.8 SE1.8 SE1.0SE2.0SE2.0SE1.8SE1.8SE1.8SE2.0SE2.0SE1.8SE1.8SE1.8WP1 WP1 WP2 ON GRANULAR BASE (PER NOTES) ON COMPACTED FILL. 6X6 - W1.4xW1.4 WWF ON 6 MIL VAPOR RETARDER T/SLAB ELEV. -0'-4" (F.V.) 4" CONCRETE SLAB W/ ON GRANULAR BASE (PER NOTES) ON COMPACTED FILL. 6X6 - W1.4xW1.4 WWF ON 6 MIL VAPOR RETARDER T/SLAB ELEV. -0'-4" (F.V.) 4" CONCRETE SLAB W/ MW1 MW1 MW1 MW1 MW1 CMU6 MW1 MW1 MW1 MW1 MW1 MW1 MW2 MW1 MW2 MW1 MP2 MP2 MP2 MP2 MP1 MP1 MP1 MP1 MP2 MP2 MP1 MP1 MP2 MP1 MP1 MP2 MP3 MP2 MP3 MP2 MP1MP2 MP1 MP1 MP2MP1 MP1 MP2 MP2 MP1 MP1 16'-0"16'-0"26'-0" 58'-0"8'-8"52'-0"10'-4"12'-8"4'-8"10'-0"20'-4"31'-8"3'-0"23'-4"58'-0"10'-8"58'-0" 5 1/2"8"F3.0 F3.0 F2.06"2'-10"12 S501 10 S501 10 S501 12 S501 1 S502 1 S502 MP3 MP4 MP2 MP3 FOUNDATION/SLAB NOTES: 1.DATUM TOP OF SLAB ELEVATION 0'-0". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS (+) OR (-) FROM DATUM. 2.TYPICAL CONCRETE SLAB ON GRADE SHALL BE 4" THICK 4,000 PSI W/ FIBERMESH CONCRETE OR 6x6x 1.4/1.4 WWF CENTERED IN SLAB OVER 6 MIL. VAPOR BARRIER OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL. INTERIOR SLABS CEMENTITIOUS MATERIALS RATIO IS 0.45 AND EXTERIOR IS 0.4. 3.EXTERIOR LOAD BEARING / SHEAR WALLS REFER TO ELEVATIONS AND SHALL HAVE (4) STUDS MINIMUM EACH END. 4.COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. 5.REFER TO GENERAL NOTES FOR INFORMATIONS NOT INDICATED ON PLAN. 6.ALL EXTERIOR WOOD AND WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED. 7.CONTRACTOR TO COORDINATE ALL OPENING HEADERS AND SILL WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE. ATTACH PER FBC. 8.ALL EXTERIOR STEEL OR METALS SHALL BE GALVANIZED. 9.UNLESS NOTED OTHERWISE, MINIMUM FASTENING OF WOOD OF WOOD MEMBERS SHALL CONFORM TO TABLE OF THE LATEST EDITION OF THE FLORIDA BUILDING CODE. 10.REFER TO S501 FOR TYPICAL CONCRETE DETAILS. INDICATES MASONRY WALLS INDICATES NEW CONCRETE SLAB-ON-GRADE INDICATES NEW 2X WALL CONCRETE MASONRY WALL SCHEDULE 5 5/8" MARK WIDTH #5 BARS AT 24" O.C. VERTICAL REINFORCING DOWELS TO FOUNDATION MW1 NOTES FULLY GROUT WALL W1.7 JOINT REINFORCEMENT AT 32" O.C.#5 BARS AT 24" O.C. 5 5/8" #5 BARS AT 32" O.C. MW2 FULLY GROUT WALL W1.7 JOINT REINFORCEMENT AT 8" O.C.#5 BARS AT 32" O.C. CONCRETE MASONRY PIER SCHEDULE 5 5/8" MARK WIDTH #5 BAR AT 8" O.C. VERTICAL REINFORCING DOWELS TO FOUNDATION MP1 NOTES GROUT PIER SOLID#5 BAR AT 8" O.C. LENGTH 0'-8" HORIZONTAL REINFORCEMENT W1.7 JOINT REINF. AT 48" O.C. --- DETAIL 5 5/8"MP2 GROUT PIER SOLID1'-4" 5 5/8"MP3 GROUT PIER SOLID2'-2" #5 BAR AT 8" O.C. (4) #5 BARS #5 BAR AT 8" O.C. W1.7 JOINT REINF. AT 48" O.C. #3 TIES AT 8" O.C. --- ---(4) #5 BARS 5 5/8"MP4 GROUT PIER SOLID3'-0"(6) #5 BARS #3 TIES AT 8" O.C. ---(6) #5 BARS CONTINUOUS SLAB EDGE FOUNDATION SCHEDULE MARK DEPTH LONGITUDINAL REINFORCING TRANSVERSE REINFORCING NOTESWIDTH 1'-4" (2) #5 BARSSE1.8 ----#5 BAR AT 18" O.C.1'-8" 1'-4" (3) #5 BARSSE2.0 ----#5 BAR AT 18" O.C.2'-0" FOOTING SCHEDULE 1'-2" MARK DEPTH (3) #5 BARS BOTOM LONGITUDINAL REINFORCING TRANSVERSE REINFORCING F2.0 NOTES ---- WIDTH 2'-0"(3) #5 BARS BOTOM 1'-2" (4) #5 BARS BOTOMF3.0 3'-0"(4) #5 BARS BOTOM 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S110 NEW CONSTRUCTION - LUNDGREN RESIDENCE FOUNDATION AND SLAB PLAN EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1/4" = 1'-0"1 FOUNDATION / SLAB PLAN NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531 (SW1) LOAD BEARING WALL 2X6 STUDS AT 16" O.C. NOTES: 1.EXTERIOR LOAD BEARING / SHEAR WALLS REFER TO ELEVATIONS AND SHALL HAVE (4) STUDS MINIMUM EACH END. 2.COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. 3.REFER TO GENERAL NOTES FOR INFORMATIONS NOT INDICATED ON PLAN. 4.SWX INDICATES BEARING / SHEARWALL.. 5.REFER TO S501 FOR TYPICAL CONCRETE DETAILS. 6.REFER TO S502 FOR TYPICAL MASONRY DETAILS. 7."XXX LBS/FT." DENOTES TRUSS BLOCK LOAD (ULTIMATE) 1.0WL. REFER TO S003 FOR TRUSS BLOCK DESIGN CRITERIA.350 LBS/FT350 LBS/FT HD2 HD2 (SW2) LOAD BEARING WALL 2X6 STUDS AT 16" O.C. (SW2) LOAD BEARING WALL 2X6 STUDS AT 16" O.C. INDICATES 1/2" EPOXY SET THREADED ROD LOCATIONS SHIFT A MAXIMUM OF 4" WHERE REQUIRED. MAXIMUM SPACING AT 6'-0" O.C. INDICATES HOLD-DOWN LOCATIONS PER SCHEDULE PER SHEET S111. 4'-4 1/2"16'-4"14'-8"7'-0"6'-0"2'-0"3'-3 3/4"6"5'-4"LOAD BEARING WALL 2X12 STUDS AT 16" O.C. HD1 HD1 MH3 MH2 MH3 MH2MH1MH2 MH2 MH1 MH2 MH1350 LBS/FT1,750 LBS/FT350 LBS/FT750 LBS/FT 350 LBS/FT 350 LBS/FT 750 LBS/FT 350 LBS/FT 350 LBS/FT 750 LBS/FT750 LBS/FT350 LBS/FTH3H5 REFER TO TRUSS BLOCKING DESIGN CRITERIA ON SHEET S003, TYPICAL 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S111 NEW CONSTRUCTION - LUNDGREN RESIDENCE SHEARWALL, WALL FRAMING, HEADERS, AND HOLD-DOWN PLAN EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1/4" = 1'-0"1 SHEARWALL AND WALL FRAMING PLAN NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531 9 S602 9 S602 9 S602 11 S602 (TYP) PLYWOOD DIAPHRAGM (ROOF SHEATHING) 23/32" APA RATED SHEATHING STRUCTURAL 1 EXPOSURE 1 OVER PRE-ENGINEERED TRUSS FRAMING SPACED AT 2'-0" O.C. MAX. SEE NOTE 3 FOR DIAPHRAGM ATTACHMENT PATTERNS (TYP.) TRUSS BEARING EL. = 10'-3" TRUSS BEARING EL. = 10'-3" PLYWOOD DIAPHRAGM (ROOF SHEATHING) 23/32" APA RATED SHEATHING STRUCTURAL 1 EXPOSURE 1 OVER PRE-ENGINEERED TRUSS FRAMING SPACED AT 2'-0" O.C. MAX. SEE NOTE 3 FOR DIAPHRAGM ATTACHMENT PATTERNS (TYP. AS REQUIRED) RIDGE HIPHIP HIPHIPRIDGEHIP HIPRIDGEHIP HIP VALLEYHIPHIPHIPHIPVALLEYRIDGE5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE 5:12 SLOPE2-PLY GIRDER TRUSS2-PLY GIRDER TRUSS2-PLY GIRDER TRUSS2-PLY GIRDER TRUSS GIRDER TRUSS TRUSS BEARING EL. = 10'-3" TRUSS BEARING EL. = 12'-3" TRUSS BEARING EL. = 12'-3" TRUSS BEARING EL. = 14'-3" TRUSS BEARING EL. = 10'-3" TRUSS BEARING EL. = 10'-3" PLYWOOD DIAPHRAGM (ROOF SHEATHING) 23/32" APA RATED SHEATHING STRUCTURAL 1 EXPOSURE 1 OVER PRE-ENGINEERED TRUSS FRAMING SPACED AT 2'-0" O.C. MAX. SEE NOTE 3 FOR DIAPHRAGM ATTACHMENT PATTERNS (TYP.) 1'-6"16'-0"5'-4"5'-4"5'-4"26'-0"1'-6"1'-6"58'-0"1'-6"1'-6"8'-10"1'-6"12'-8"1'-6"3'-7 1/2"1'-11 1/2"6'-1"1'-6"20'-4"1'-6"1'-6"7'-2"1'-6"43'-4"1'-6"61'-0"61'-0"8'-8"46'-4"10'-4"15'-8"5'-7"6'-1"23'-4" H9 H9 H9 H5 SIMPSON STRONG TIE HGUM5.50-SDS SIMPSON STRONG TIE HGUM5.50-SDS SIMPSON STRONG TIE LGUM26-3-SDS SIMPSON STRONG TIE HGUS28-3 SIMPSON STRONG TIE HGUS5.50/12 PRE-ENGINEERED TRUSS MANUFACTURER TO PROVIDE BRIDGING AS REQUIRED TRUSS MANUFACTURER IS RESPONSIBLE FOR THE TRUSS DESIGN, TRUSS CONNECTIONS, AND HURRICANE/UPLIFT CONNECTIONS PRE-ENGINEERED TRUSS MANUFACTURER TO PROVIDE BRIDGING AS REQUIRED 5:12 SLOPE GIRDER TRUSS REFER TO SHEET S003 FOR UPLIFT SCHEDULE TYPICAL ROOF FRAMING NOTES: 1.T/WALL ELEVATION = SEE PLAN. 2.VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 3.PLYWOOD ROOF DIAPHRAGM SHEATHING OR OSB SHALL BE CONSTRUCTION IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. THERE SHALL BE NO CONTINUOUS PANEL EDGES PARALLEL TO TRANSVERSE DIRECTION (STAGGER PLYWOOD SHEETS). NAIL BLOCKED DIAPHRAGM WITH 10d NAILS AT 4" O.C. AT DIAPHRAGM PERIMETER AND ALL PANEL EDGES AND 4" AT INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4" O.C. AT ENDS IN ALL CASES. PROVIDE BLOCKING AT ALL EDGES OF ROOF SHEATHING. 4.REFER TO GENERAL NOTES FOR INFORMATIONS NOT INDICATED ON PLAN. 5.CONTRACTOR TO COORDINATE ALL OPENING HEADERS AND SILL WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE. ATTACH PER LATEST EDITION OF THE FBC. 6.UNLESS NOTED OTHERWISE, MINIMUM FASTENING OF WOOD MEMBERS SHALL CONFORM TO TABLE OF THE LATEST EDITION OF THE FLORIDA BUILDING CODE. 7.CONTRACTOR TO VERIFY THAT EXISTING TRUSS IS ALIGNED WITH EXISTING POSTS. IF NOT ALIGN, PROVIDE 2x4 HORIZONTAL BLOCKING AND ATTACH TO EACH ADJACENT EXISTING BOTTOM CHORD TRUSS WITH SIMPSON A34 FRAMING ANGLES. 8.REFER TO S601 AND S602 FOR TYPICAL WOOD FRAMING DETAILS. 9.REFER TO S603 FOR BEARING / SHEARWALL DETAILS. 10. REFER TO S003 FOR UPLIFT SCHEDULES INDICATES NEW ROOF 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S140 NEW CONSTRUCTION - LUNDGREN RESIDENCE ROOF FRAMING PLAN EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 1/4" = 1'-0"1 ROOF FRAMING PLAN NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531 BOT/BASE PLATE TOP/FOOTING TOP/PIER 1 1/2" MIN.OR 4xANCHOR ROD DIA.5 1/2" THD. MIN.EMBEDMENTCOVERIF COVER < 3"3" HAUNCHLEVELING NUT (NOT REQ'D. IN FREEZER) ANCHOR ROD HEX NUT BASE PLATE ANCHOR ROD HOLE ANCHOR ROD DIA. 3/4" TO 1" 1 1/4" TO 2" HOLE DIA. 5/16" OVERSIZE 1/2" OVERSIZE ANCHOR ROD PLATE WASHERS DIAMETER 7/8" 1 1/4" DIAMETER 1 9/16" 2 1/16" ANCHOR ROD MAX. HOLE W/ 1 1/16" DIA. HOLE 2 1/2" x 5/16" 3" x 1/2" PLATE WASHER SIZE NOTES: 1. HOLES IN INSULATION BLOCKS SHALL BE 1/8" LARGER THAN THE DIAMETER OF THE ANCHOR BOLT. 2. IF ANCHOR ROD HOLE DIAMETER IS SPECIFIED LARGER THAN SHOWN IN SCHEDULE, ANCHOR ROD PLATE WASHERS SHALL BE USED. (SEE BELOW) NOTE: IF MAX. HOLE DIA. OPTION IS CHOSEN, PLATE WASHERS MUST BE WELDED TO BASE PLATE WITH 3/16" FILLET WELD FULL LENGTH OF PLATE WASHER ON TWO OPPOSING SIDES WHEN LOCATED AT A BRACED COLUMN. ANCHOR ROD DETAIL SET ANCHORS TO ENSURE PROPER EMBEDMENT FROM TOP OF PIER OR FOOTING 1" 1 13/16" 3" x 3/8" 3/16 1 1/2" 2 5/16" 3 1/2" x 1/2" 3/4" 1 5/16" 2" x 1/4" NOTE: SLAB SHALL BE POURED MONOLITHICALLY WITH TURN DOWN REFER TO SCHEDUEL FOR BASE CONNECTION DETAIL 1 1 CONT. P.T. 2x PLATE WELDED WIRE MESH, SEE SLAB PAN 2'-0" LAP #4 DOWEL AT 18" O.C. SEE PLAN FOR REINFORCEMENT 1'-4" MINIMUMT/ SLAB SEE PLAN CONCRETE SLAB SEE PLAN SEE PLAN FOR REINFORCEMENT TYPICAL INTERIOR THICKENED SLAB DETAIL TYPICAL MONILITHIC POUR STEP DOWN DETAIL TYPICAL FOUNDATION SLAB EDGEMINIMUM1'-0"T/ SLAB SEE PLAN T/ SLAB SEE PLAN CONCRETE SLAB SEE PLAN PLANSEE#4 DOWEL AT 18" O.C. SEE PLAN COORDINATE FOOTING DEPTH WITH FINISHED GRADE CONCRETE SLAB SEE PLAN #4xCONT. NOSING BAR TURN WELDED WIRE FABRIC OVER NOSING BAR AND EXTEND 6"SEE PLAN FOR REINFORCEMENT FINISHED GRADE ACI LAP PROVIDE MIN.ACI LAPPROVIDE MIN.ACI LAPPROVIDE MIN.CORNER AND JUNCTION BARS TO BE SAME SIZE AS CONTINUOUS HORIZONTAL REINFORCING CONTINUOUS HORIZONTAL WALL OR FOOTING REINFORCING CORNER DETAIL JUNCTION DETAIL 1/8" CUT "T/4"1" TYP."T""T/3"1" MIN."T""T/4"1/8" CUTJOINT SEALANT, FINISH FLUSH WITH SURFACE CUT W.W.F.BREAK BONT W/ CURING COMPOUNT CRACK CONTROL JOINTS -(C.C.J.)CONSTRUCTION JOINT -(C.J.) SLAB ON GRADE JOINT NOTES: 1. C.C.J. SHALL BE PREFORMED OR SAWED. IF SAWED, SAWING MUST TAKE PLACE WITHIN 12 HRS. OF SLAB PLACEMENT. 2. * USE INSTEAD OF CRACK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR WHERE CALLED FOR ON PLAN. COMPACTED FILL VAPOR RETARDER SLAB ON GRADE SLAB REINFORCEMENT WWF, SEE PLAN 1-#4 CONT 8"PLANSEEGRADE, SEE CIVIL COORD w/ GEOTECH MIN12".CONTINUOUS CONCRETE FOOTING FOUNDATION WALL PIPE SLEEVE PER SECTION PIPE OR CONDUIT ENCASE PIPE SLEEVE IN 3000 PSI CONCRETE FILL PRIOR TO PLACING CONTINUOUS WALL FTG.1'-6" MIN.8" MIN.1'-0"1'-0" 8" MIN. 1" VOID BETWEEN SLEEVE AND PIPE SHALL BE FREE OF SOIL AND CONCRETE AND FILLED WITH COMPRESSIBLE MATERIAL CAST IRON OR STEEL PIPE SLEEVE WITH INSIDE DIAMETER 2" GREATER THAN PIPE OR CONDUIT DIAMETER. MINIMUM 1/4" SLEEVE WALL THICKNESS MIN. (OR EQ. TO VERT. STEP) 1' - 0"MAX. (U.N.O.)2' - 0"COORD. STEP LOCATION W/ WALL, UTILITIES, GRADE CONDITIONS, ETC. EL. SLAB = SEE PLAN 36" 36" MATCH CONT. FTG. REINF. NOTE: SEE FND. PLAN AND FTG. SCHED. FOR FTG. SIZE AND REINF. T/ SLAB = SEE PLAN 1 1 2~#3x2'-0" (2" BELOW T/SLAB)SLAB/WALL JOINT3"2"FIN. FLR. COMPACTED FILL LAP 2'-0"SEE PLAN SLAB REINF. SEE PLAN #4 HOOK BAR AT 16" O.C. #4xCONT. NOSING BAR #4 BAR AT 12" O.C. EACH WAY 4"SEE PLAN4"8"4" SEE PLAN & COORDINATE WITH EQUIP FURNISHED (EQUIP SIZE + 1'-0" MIN) EXISTING CONCRETE SLAB OR PAVEMENT PROVIDE ANCHOR BOLTS, LEVELING CHANNELS, ETC AS REQUIRED BY EQUIPMENT FURNISHED 0'-4 1/128"0'-2 1/256"CLREXPANSION JOINT MATERIAL #4 AT 12" OC EACH WAY TOP AND BOTTOM 0'-2 1/256"CLR0'-8 1/64"WITH EQUIP FURNISHED (EQUIP SIZE + 1'-0" MIN)0'-2 1/256"CLRPROVIDE ANCHOR BOLTS, LEVELING CHANNELS, ETC AS REQUIRED BY EQUIPMENT FURNISHED #4 AT 12" OC EACH WAY TOP AND BOTTOM CONCRETE SLAB #4 + HOOK ON A 18" OC GRID DRILLED AND ADHESIVE ANCHORED TO SLAB WITH 4" EMBED SEE PLAN & COORDINATE 0'-4 1/128"1 1 2'-0" LAP MINIMUM1'-0"(2)-#5 DOWEL THROUGH SIMPSON CB7 BASE CONNECTION WITH STD. ACI HOOK AT BOTTOM END SLAB EDGE CONTINUE REINFORCEMENT THROUGH FOOTING, REFER TO 3/S501 FOR SLAB EDGE DETAIL SLAB EDGE BEYOND POST PER PLAN REFER TO PLAN FOR FOOTING AND REINFORCEMENT DETAIL FINISHED GRADE #4 DOWELS AT AT 12" O.C. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S501 NEW CONSTRUCTION - LUNDGREN RESIDENCE TYPICAL CONCRETE DETAILS AND SECTIONS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 SCALE: 1 1/2" = 1'-0"1 Anchor Rod Detail SCALE: 3/4" = 1'-0"10 TYPICAL SLAB EDGE DETAIL SCALE: 1/2" = 1'-0"6 TYPICAL WALL / FOOTING / SLAB EDGE DETAILS SCALE: 3/4" = 1'-0"2 C.C.J. DETAIL SCALE: 3/4" = 1'-0"5 TYPICAL SLAB-ON-GRADE DETAIL SCALE: 3/4" = 1'-0"4 TYPICAL PORCH SLAB TURNDOWN SCALE: 3/4" = 1'-0"9 TYPICAL SLEEVED PIPE CROSSING BELOW SLAB EDGE SCALE: 1/2" = 1'-0"3 TYPICAL STEP FOUNDATION DETAIL SCALE: 3/4" = 1'-0"8 TYPICAL RE-ENTRANT CORNER BAR DETAIL SCALE: 3/4" = 1'-0"7 TYPICAL RECESSED SLAB DETAIL SCALE: 3/4" = 1'-0" 11 TYPICAL EQUIPMENT PAD DETAIL SCALE: 3/4" = 1'-0" 12 SECTION AT PATIO/PORCH FOOTING NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531 #5 DOWEL (MATCH CMU WALL SPACING) STANDARD ACI HOOK AT TOP T/ SLAB SEE PLAN NOTES: 1. 8" MINIMUM CMU STEM WALL SOLID GROUTED PER SECTION R404.1.4.1. 2. ALL EXTERIOR FOOTING WIDTHS SHALL FOLLOW PLAN SLAB EDGE (SE) NOTES. 3. ALL EXTERIOR FOOTINGS AT LOAD BEARINGS AND/OR SHEARWALLS SHALL BE 1'-6" IN WIDTH MINIMUM. 4.REFER TO MASONRY NOTES ON THIS SHEET. FINISHED GRADE #4 VERT. BAR AT 32" O.C. WITH STANDARD ACI HOOK AT BOTTOM FULLY GROUT ALL CELLS MINIMUM1'-2"SEE PLAN12" MINIMUM DEPTH#4x CONTINUOUS BAR SLAB SEE PLAN SEE PLAN FOR FOOTING REINFORCING DOWELS TO MATCH VERTICAL BARS SIZE AND SPACING WITH STANDARD ACI HOOK AT BOTTOM T/ SLAB SEE PLAN NOTES: 1. 8" MINIMUM CMU STEM WALL SOLID GROUTED PER SECTION R404.1.4.1. 2. ALL EXTERIOR FOOTING WIDTHS SHALL FOLLOW PLAN SLAB EDGE (SE) NOTES. 3. ALL EXTERIOR FOOTINGS AT LOAD BEARINGS AND/OR SHEARWALLS SHALL BE 1'-6" IN WIDTH MINIMUM. 4.REFER TO MASONRY NOTES ON THIS SHEET. VERTICAL REINFORCEMENT SEE PLAN SLAB SEE PLAN SEE PLAN FOR FOOTING REINFORCINGMINIMUM1'-0"PER SECTIONS R404.1.6 AND R317.1MINIMUM CLEARANCEFINISHED GRADE SEE PLANLAP SPLICEVERTICAL REINFORCEMENT SEE PLAN WITH ACI STANDARD HOOK AT BOTTOM NOTE 1 VERTICAL REINFORCEMENT WCENTERED REINF NOTE1 VERTICAL REINFORCEMENT EACH FACE REINF NOTES: 1. VERTICAL BAR POSITIONERS LOCATE AT TOP OF FIRST COURSE, ONE COURSE BELOW TOP OF WALL, AND AT 192 BAR DIAMETERS WHEN USING HIGH LIFT GROUTING. 2: WHERE REINFORCEMENT IN MASONRY WALL SCHEDULE IS DESIGNATED AS INSIDE FACE OR OUTSIDE FACE, INSIDE FACE SHALL REPRESENT BUILDING INTERIOR FACE OF WALL AND OUTSIDE FACE SHALL REPRESENT BUILDING EXTERIOR OR RETAINED SOIL FACE OF WALL. W/2W/2SEALANT HORIZ JOINT REINF DISCONTINUED AT CONTROL JOINT PREMOLDED RUBBER OR PVC CONTROL JOINT RAKE JOINT 3/4" DEEP #2 Z-BAR TONGUE & GROOVE BLOCK UNITS NOTES: 1. REINFORCEMENT PER PLAN & SCHEDULE PROVIDE MIN (1) #5 BAR AT END CELL OF WALL. GROUT CELL SOLID. 2. SUBMIT CONTROL JOINT PLAN TO ARCH FOR REVIEW. SEALANT HORIZ JOINT REINF DISCONTINUED AT CONTROL JOINT 4 6 4 OPTION #1 OPTION #2 NOTE 1 NOTE 1 NOTES: 1. FOR WALLS WITH #6 REBAR, PROVIDE 2#6 IN LIEU OF 2#5 UNO. SEE ARCH DOCS FOR LOCATIONS & DIMENSIONS PROVIDE 1#5 VERT MIN OR AS NOTED ON PLAN EACH SIDE OF OPENING. BARS TO EXTEND FULL HEIGHT OF STORY IN WHICH OPENING OCCURS. GROUT CELL SOLID PLAN VIEW MASONRY OPNG HORIZ BOND BEAM REINF (2) #5 CORNER BARS BOND BEAM TENSION LAP SPLICE ACI CLASS A TENSION LAP SPLICEACI CLASS A24 24 TENSION LAP SPLICEACI CLASS "A"HORIZ BOND BEAM REINF (2) #5 CORNER BARS BOND BEAM 24 24 LAP MIN48 BAR DIAMETERINTERSECTING MASONRY WALL JAMB REINFORCING FOR OPENING IN MASONRY WALL MASONRY CONTROL OR EXPANSION JOINT CONCRETE TIE BEAM OR MASONRY BOND BEAM VERTICAL REINFORCING LINTEL #5 BAR SILL REINFORCING DOWELS TO MATCH VERTICAL REINFORCING WITH STD 90 DEG HOOK TOP OF FOOTING FINISH FLOOR TOP OF WALL OPENING OPENING NOTES: 1. SEE PLAN AND SCHEDULE FOR REINFORCING REQUIREMENTS. 2. SEE ASSOCIATED TYPICAL MASONRY DETAILS. 3. PROVIDE MASONRY JOINT REINF AT 16" OC (NOT SHOWN FOR CLARITY)0'-4"2'-0" GROUT INSPECTION HOLES FILL ALL CELLS BELOW FINISH FLOOR SOLID WITH GROUT CONC MASONRY FOUNDATION WALL CONT CONC WALL FTG EL T/FTG GC COORD W/ REQUIRED CONDUIT SLOPES & MIN CONDUIT COVER REQUIREMENTS 2"MAX1' - 0"MOCONDUIT MAX DIA = 12"2"MIN8"PROVIDE COMP FILLER AROUND CONDUIT TOOTH MASONRY TOGETHER AT EVERY OTHER COURSE REINF W/ (2) #5 GROUT CELL SOLID INTERSECTING CONC MASONRY WALL STRAP ANCHOR 1/4"X1-1/2"X2'-6" W/ 3" RIGHT ANGLE BENDS AT EACH END AT 48" OC VERT MAX EMBED BENDS IN CORES FILLED W/ GROUT OR CONC NOTES: 1. TYP AT ENDS & INTERSECTIONS OF WALLS. 2. GROUT ONLY THOSE CELL CONTAINING VERT REINF UNO. 3. PROVIDE 2'-0" MIN LAP FOR ALL VERT BARS TYP AT ALL FLOORS. 4. FOR MASONRY WALLS NOT SHOWN ON PLAN NO REINF OR GROUTING IS REQUIRED EXCEPT AS SHOWN ON TYP DETAILS. 5. USE OPTION #1 AT WALL CORNERS. CONTROL JOINT RAKE OUT & CAULK REINF W/ (2) #5 GROUT CELL SOLID CONT CONC MASONRY WALL STRAP ANCHOR TOOTHED MASONRY NOT REQUIRED OPTION #1 OPTION #2 INTERSECTING CONC MASONRY WALL 3" 3" 2 '-6 " 1 1/2" 1/4" SEE PLAN1'-4" MIN.PLANSEE3" CLRCONC MASONRY PARTITION WALL. SEE ARCH DOCS FOR THICKNESS. (2) #5 CONT 1 1 EQ EQ "D"3" CLR"A" 3" CLR CONC MASONRY WALL TRANSVERSE REINFORCING LONGITUDINAL REINFORCING T/ FTG DOWEL NOTE: SEE PLAN/SCHED FOR ALL INFO NOT SHOWN 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S502 NEW CONSTRUCTION - LUNDGREN RESIDENCE TYPICAL MASONRY DETAILS AND SECTION EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 SCALE: 1 1/2" = 1'-0"1 TYPICAL EXTERIOR WALL FOUNDATION DETAIL Copy 1 SCALE: 3/4" = 1'-0"10 TYPICAL CONCRETE MASONRY WALL REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0"7 TYPICAL MASONRY VERTICAL CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0"11 TYPICAL JAMB REINFORCING FOR OPENING IN LOAD BEARING MASONRY WALL DETAIL SCALE: 3/4" = 1'-0"8 TYPICAL BOND BEAM CORNER DETAIL SCALE: 3/4" = 1'-0"9 TYPICAL BOND BEAM INTERSECTION DETAIL SCALE: 1/2" = 1'-0"5 TYPICAL MASONRY WALL REINFORCING ELEVATION SCALE: 3/4" = 1'-0"4 TYPICAL MEP CONDUIT PENETRATION THRU MASONRY FOUNDATION WALL DETAIL SCALE: 3/4" = 1'-0"6 TYPICAL INTERSECTING MASONRY WALL DETAILS SCALE: 3/4" = 1'-0"2 TYPICAL THICKENED SLAB DETAIL AT CONCRETE MASONRY PARTITION WALL SCALE: 3/4" = 1'-0"3 TYPICAL CONTINUOUS MASONRY WALL FOOTING DETAIL NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531 DOUBLE 2x TRIPLE 2x 16d AT 12" O.C. EA. EDGE STAGGERED 2'-0" 1'-0"1'-0" 1/2" DIAMETER BOLT AT 24" O.C. EA. EDGE STAGGERED 8" 8" 2-2x STUDS 3-2x STUDS 12d AT 16" O.C. STAGGERED EA. SIDE AND EA. PLY 12d AT 16" O.C. STAGGERED EA. SIDE 8"8"8"8"1'-4"1 1/2"1 1/2" (3) 16d NAILS KING STUD TO HEADER JACK STUD KING STUDS HEADER OPENING.PROVIDE ADEQUATE CLEARANCE FOR TRUSS DEFLECTION INTERIOR PARTITION SIMPSON STC TRUSS CLIPS AT 24" O.C. STAGGER CLIPS PREFABRICATED TRUSS /JOIST 2x4 BLOCKING AT 24" O.C. PLYWOOD SHEATHING WALL PARALLEL TO TRUSS / JOIST WALL PERPENDICULAR TO TRUSS / JOIST.PROVIDE ADEQUATE CLEARANCE FOR TRUSS DEFLECTION INTERIOR PARTITION SIMPSON STC TRUSS CLIPS AT 24" O.C. STAGGER CLIPS PLYWOOD SHEATHINGPREFABRICATED TRUSS/JOIST TYPICAL INTERIOR WOOD STUD PARTITION AT WOOD TRUSS/JOIST DETAIL ATTACH PLYWOOD SHEATHING TO BLOCKING AT 4" O.C. W/ 8d NAILS; 3" O.C. OVER SHEAR WALL NOTE 1 NOTE 2 NOTES: 1.BLOCKING SHALL BE PROVIDED AT EVERY OTHER ROOF TRUSS BAY. BLOCKING MAY BE ATTACHED TO TOP PLATE W/ SIMPSON LS50 (8)-0.148 x 3 (2 MINIMUM PER BLOCKING PLACING. PROVIDE CONTINUOUS BLOCKING AT SHEAR WALL ATTACHED PER SHEAR WALL ELEVATION. 2.PROVIDE A SIMPSON TYPE A44 AT EACH ROOF FRAMING MEMBER. 3.TRUSS / RAFTER CONNECTIONS NOT SHOWN FOR CLARITY. 4.PROVIDE TRUSS BLOCKING WHERE HEEL HEIGHT EXCEEDS 2x LUMBER DEPTH. H8 (H2.5A, H5 SIMILAR)(2) H2.5A TSP MTS12 (LTS, HTS SIMILAR)H10A (H1, H14 SIMILAR) NOTE: REFER TO SCHEDULE FOR HURRICANE CLIPS ON SHEET S003. FRONT VIEW 2X6 BOTTOM VIEW 2" SPLICE (UPPER OR LOWER TOP PLATE), STAGGER TOP / BOTTOM PLATE SPLICES 4'-0" MIN. 8" MAX. FLAT-WISE FULL LENGTH 2x BLOCK EACH SIDE OF SPLICE SAME MATERIAL AS TOP PLATES 1/4" DIA x 4 1/2" SDS SCREWS 1'-4" STUD SPACING 1'-4" STUD SPACING 1/4" DIA x 4 1/2" STRONG DRIVE SDS SCREW (16 TOTAL)2 1/2" TYP.1 1/2" TYP. 2" CONTINUOUS WEB BRACING AS REQUIED BY TRUSS MANUFACTURER. REFER TO TRUSS SHOP DRAWINGS. LAP BRACING SPLICES ONE TRUS BAY (MIN.) TEMPORARILY BRACE TOP CHORD AS REQUIRED PRIOR TO SHEATHING PLYWOOD OR O.S.B. ROOF SHEATHING DIAGONAL BRACING OF TRUSS COMPRESSION WEBS - SEE SECTION BELOW CONTINUOUS LATERAL BOTTOM CHORD BRACING AT 10'-0" O.C. SEE BELOW. SEE TRUSS SHOP DRAWINGS FOR LOCATIONS CONTRACTOR NOTES: 1. NAIL BRACES TO EACH TRUSS WITH (2) 16d NAILS (MIN.) 2. REFER TO "BCSI 2006 BUILDING COMPONENT INFORMATION GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING, & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" ERECTION BRACING REQUIREMENTS. TRUSS ELEVATION THE FOLLOWING DIAGRAMS ILLUSTRATE SOME OF THE REQUIRED BRACING FOR ROOF TRUSSES. THE DIAGRAMS ARE NOT REPRESENTATIVE OF THE PARTICULAR DETAILS OF THIS PROJECT. SUCH AS ROOF SLOPE, WEB LOCATIONS, OVERHANGS, ETC. REFER TO ROOF FRAMING DRAWINGS AND THE TRUSS MANUFACTURER'S SHOP DRAWINGS FOR SPECIFIC LOCATIONS OF OTHER REQUIRED BRACING. SECTION THROUGH TRUSSES 2X4 DIAGONAL BRACING LOCATED AT TRUSS COMPRESSION WEBS. INSTALL AT GABLE ENDS GABLE END TRUSS CONTINUOUS 2X4 LATERAL BRACING OF BOTTOM CHORD - SEE BELOW WEB BRACING AS REQUIRED BY TRUSS MANUFACTURER-SEE TRUSS SHOP DRAWINGS ROOF SHEATHING TRUSS WEBS GABLE END TRUSS TRUSSES 10 FT. MAXIMUM10 FT. MAXIMUM20 FT. MAXIMUM BEARING WALL / BEAM BEARING WALL / BEAM 2X4 DIAGONAL BRACING NAILED TO BOTTOM CHORDS CONTINUOUS 2X4 LATERAL BRACING ON TOP OF BOTTOM CHORDS SPACED AT 10 FEET O.C. (MAXIMUM). LOCATED BRACES NEXT TO WEB / BOTTOM CHORD JOINT CONTRACTOR NOTES: 1. CONTRACTOR SHALL BE FAMILIAR WITH AND STRICTLY ADHERE TO PUBLICATION "BCSI 2006" WHICH IS TYPICALLY DELIVERED WITH TRUSS PACKAGE. 2. PLEASE NOTE THAT COMPRESSION WEB BRACING REQUIREMENTS ARE SHOWN ONLY ON THE TRUSS "SHOP" DRAWINGS WHICH ARE ALSO DELIVERED WITH TRUSSES. BOTTOM CHORD BRACING PLAN GIRDER RAFTER WOOD DOUBLE TOP PLATE SHEATHING SEE GENERAL NOTES SHEATHING SEE GENERAL NOTES 3" MAX PLYWOOD SHEATHINGBLOCKING SEE TYPICAL DETAIL WOOD HEADER SEE SCHEDULE HURRICANE TIE SEE SCHEDULE WOOD STUD SEE SCHEDULE (8) 10d TOE NAILS(1) 2x BELOW HEADER TYPICAL SIMPSON A 35 AT OPENINGS GREATER THAN 6'-0" (4) 10d TOE NAILS TO JAMB WOOD SILL SEE SCHEDULE FULL HEIGHT STUD SEE SCHEDULE WOOD BEARING STUD SEE SCHEDULE PT SILL PLATE1/2" DIA. GALV. ADHESIVE ANCHOR W/ 8" EMBED ALIGNED W/ THREADED ROD NUT AND 1/2" x 3" GALV. SQUARE PLATE WASHER 50 LB FELT BARRIER TYPICAL AT SHEAR WALL HOLDOWN TIMPSON HDU4-SDS2.5 W/ 5/8" DIA. THREADED ROD SET IN ADHESIVE W/ MIN. 8" EMBEDMENT COUPLER (1) ROW MID HEIGHT BRIDGING 1/2" DIA. THREADED ROD ADJACENT TO EACH SIDE OF OPENING 1/2" DIA. THREADED ROD AT 48" O.C. MAX. BUILT-UP STUD TO MATCH NUMBER OF TRUSS PLYS GIRDER TIE DOWN SEE SCHEDULE SIMPSON SP1 AT 32" O.C. INSTALLED ON SAME SIDE AT HURRICANE TIES NUT AND 1/4" x 3" SQUARE PLATE WASHER SIMPSON SP2 EACH END OF CRIPPLE STUD, TYPICAL NOTES: 1.SEE SHEAR WALL ELEVATION FOR ADDITIONAL REQUIREMENTS AT SHEAR WALLS. 2.SEE RAFTER UPLIFT REQUIREMENTS TO TOP PLATE DETAIL THIS SHEET FOR HURRICANE TIE REQUIREMENTS. 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S601 NEW CONSTRUCTION - LUNDGREN RESIDENCE TYPICAL WOOD FRAMING DETAILS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 SCALE: 3/4" = 1'-0"3 TYPICAL BUILT-UP BEAMS DETAIL SCALE: 3/4" = 1'-0"4 TYPICAL BUILT-UP COLUMNS/STUDS DETAIL SCALE: 3/4" = 1'-0" 6 TYPICAL HEADER TO KING STUD CONNECTION DETAIL SCALE: 3/4" = 1'-0"5 TYPICAL NON-LOAD BEARING WALL DETAILS SCALE: 3/4" = 1'-0"8 TYPICAL RAFTER BLOCKING SCALE: 3/4" = 1'-0" 7 TYPICAL ROOF FRAMING AT BEARING DETAIL SCALE: 3/4" = 1'-0"9 TYPICAL TOP PLATE DETAIL SCALE: 1/2" = 1'-0"1 TYPICAL TRUSS BRACING DIAGRAMS SCALE: 3/4" = 1'-0"2 TYPICAL WOOD FRAMING ELEVATION NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531 PROVIDE BLOCKING SYSTEM PARALLEL TO TOP PLATE CAPABLE OF TRANSFERRING UNIT SHEAR NOTED IN TRUSS BLOCKING CRITERIA TABLE ATTACH BLOCKING TO TOP PLATE W/(1) SIMPSON LS50 WITH (8) 0.148" x 3" FASTENERS EACH END BETWEEN EACH TRUSS (2) 2x TOP PLATE PRE-ENGINEERED ROOF TRUSS ROOF SHEATHING ATTACH BLOCKING TO ROOF SHEATHING AT 4" O.C. W/ 8d NAILS; 3" O.C. OVER SHEAR WALL SEE ARCHHEEL HEIGHTSHEAR WALLS; SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION 16d AT 8" O.C. STAGGERED PANEL EDGE NAILING PER SHEAR WALL SCHEDULE 16d AT 8" O.C. ADDITIONAL STUDS AT HOLD DOWN PER SHEAR WALL SCHEDULE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE SHEAR WALLS; SEE SHEAR WALL SCHEDULE FOR ADDITONAL INFORMATION (4)STUDS AT WALL END REFER TO BUILT-UP STUD TYPICAL DETAIL EXTERIOR WALL SEE WALL SCHEDULE FOR WALL SHEATHING AND FASTENING NOTE: CONTRACTOR TO COORDINATE W/ HOLD-DOWN MANUFACTURER NUMBER OF STUDS REQUIRED FOR END CONNECTION. WOOD TRUSS / RAFTERWOOD SHEATHING HOLDOWNS SEE ELEVATIONS BLOCKING AT ALL PANEL EDGES W/ BROAD FACE AGAINST THE SHEATHING EDGE NAILING PER SCHEDULE WOOD SHEATHING SEE SCHEDULE WOOD SHEAR WALL ELEVATION NOTES: 1.FOUNDATION ANCHORS BOLTS SHALL HAVE 1/4"x3"x3" PLATE WASHERS, TYP. 2.PLYWOOD SHEATHING SHALL BE INSTALLED IN 4FT x 8FT SHEETS W/ THE LONG DIRECTION PARALLEL OR PERPENDICULAR TO THE STUDS AND ENDS STAGGERED 1/2 PANEL LENGTH SO THAT PANEL ENDS DO NOT ALIGN. 3.SEE GENERAL NOTES FOR SHEATHING REQUIREMENTS. (2) SIMPSON LS50 WITH (8) 0.148" x 3" FASTENERS BETWEEN EACH TRUSS AT SHEAR WALL BLOCKING PER TYPICAL DETAIL BETWEEN EACH RAFTER SEE ELEVATION FOR EXTENTS EDGE OF SHEARWALL OR DECKING GYPSUM BOARD OR PLYWOOD PANEL NAIL SPACING @ SUPPORTED EDGES, SEE NOTES OR SCHEDULE PANEL EDGE BLOCKING PROVIDED STUDS, OR ROOF TRUSSES, NAILING TO INTERMEDIATE SUPPORT IS SEE S001 NOTES: 1) ROOF SHEATHING SHALL BE STAGGERED AS SHOWN WITH LONG DIRECTION OF PLYWOOD TRANSVERSE TO TRUSSES OR JOISTS. 2) UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDE BLOCKING IF REQ'D BY NOTES OR SCHEDULE. SPLICE SPLICE BOT. PLATE OVER STUD TYP STUDS 2-16d AT 4" OC (24-16d MIN EA SIDE OF EA SPLICE) 4'-0" MINIMUM LAP (2) P.T. 2x WALL PL. ROOF RAFTERS & CEILING JOISTS AS SPECIFIED SIMPSON HURRICANE UPLIFT CONNECTIONS REFER TO SCHEDULE ON S003 ATTACH W/ 10d NAILS AS SPECIFIED BY STRAP MANUF. SIMPSON SPH4 AT 16" O.C. TO HEADER HEADER PER SCHEDULE1/2" DIA. A36 STEEL THREADED ROD PER PLAN SEE PLAN FOR HOLDOWNS EACH STUD RULL-LENGTH STUDS. ATTACH TO ADJACENT STUD WITH 10d NAILS STAGGER SPACED 4" O.C. EACH PLY HEADER STUDS. TWO MIN. FASTENED WITH 10d NAILS STAGGERED SPACED 6" ON CENTER. ATTACH SIMPSON STHD14 W/ MIN. 6" EMBEDMENT INTO CONCRETE 2x P.T. BASE PLATE SPLICE TYP STUDS NEW 2x6 BOTTOM PLATE & ATTACH W/ 1/4"x4 1/2" TITEN SCREWS OR PDPXX 0.145" SHANK x 3" LENGTH SHOT PINS W/ 3" CONCRETE EDGE DISTANCE SPACED AT 30" O.C. UP TO 10' HEIGHT BEARING WALLS AND 48" O.C. FOR NON-BEARING WALLS UP TO 14' HEIGHT. SPLICE PROVIDE 12" LONG STRAPS @ EA. SPLICE (E.O.R TO APPROVE STRAPS), TYPICAL 5 12SEE PLAN FOR SHEATHING 5 5/8" x 19" CONCRETE TIE BEAM WITH (3) #5 x CONTINUOUS BARS TOP AND BOTTOM (CENTERED) PRE-ENGINEERED TRUSS AT 24" O.C. SEE PLAN UPLIFT CONNECT, SEE SCHEDULE ON S003 2X6 P.T. SP NO.2 DOUBLE TOP PLATE. FASTEN TO CONCRETE TIE BEAM WITH 1/2" Ø F1554 ANCHOR BOLT AT 24" O.C. PROVIDE 12" EMBED WITH DOUBLE NUT AND PLATE WASHER CMU WALL, SEE PLAN SEE PLAN 2x HEEL BLOCING TRUSS BEARING EL. SEE PLAN ATTACH BLOCKING TOP TOP PLATE W/ (1) SIMPSON LS50 CLIP EACH END (REFER TO DETAIL 8/S601) SIMPSON A34 AT TRUSS 5 5/8" x 19" CONCRETE TIE BEAM WITH (3) #5 x CONTINUOUS BARS TOP AND BOTTOM (CENTERED) UPLIFT CONNECT, SEE SCHEDULE ON S003 2X6 P.T. SP NO.2 DOUBLE TOP PLATE. FASTEN TO CONCRETE TIE BEAM WITH 1/2" Ø F1554 ANCHOR BOLT AT 24" O.C. PROVIDE 12" EMBED WITH DOUBLE NUT AND PLATE WASHER CMU WALL, SEE PLAN TRUSS BEARING EL. SEE PLAN ATTACH BLOCKING TOP TOP PLATE W/ (1) SIMPSON LS50 WITH (8) 0.148" x 3" FASTENERS EACH END THEN 2'-0" O.C. SEE PLAN SEE PLAN FOR SHEATHING PRE-ENGINEERED TRUSS AT 24" O.C. SEE PLAN 15/32" WOOD SHEATHING WITH 10d NAILS SPACED AT 4" O.C. AT EDGE AND 4" O.C. FIELD SPACING NOTE: 1.REFER TO 10/S602 FOR OUTRIGGER, X-BRACE AND BLOCKING INFORMATION NOT SHOWN ON THIS DETAIL FOR CLARITY. 2.IF TRUSSES ARE SPANNING IN OPPOSITE DIRECTION, REFER TO SECTION 9/S6002. 4-16d 4-16d NAILS 4-16d NAILS HURRICANE CLIP @ EACH OUTRIGGER TOP CHORD OR GABLE END TRUSS/RAFTER DROP 3 1/2" 4-16d NAILS SIMPSON CS20 STRAP W/14-10d @ EA. X-BRACE BOTTOM CHORD OF GABLE END TRUSS/RAFTER 12d TOE NAILS @ 8" O.C. FROM TRUSS/RAFTER BOTTOM CHORD TO DOUBLE TOP PLATE DOUBLE TOP PLATE BLOCKING 2x OUTRIGGERS PER PLAN. ALIGN ONE OUTRIGGER W/ EACH X-BRACE OR PROVIDE 2x4 BLOCKING 4-12d TOE NAILS (2-EA. SIDE) 2X4 X-BRACE (2 EA. SIDE) 2X4 BLOCK @ X-BRACE ROOF SHEATHING SEE PLAN 4-12d (2 ES) TOE NAILS EA. END, FROM BLOCK TO TRUSS/RAFTER TOP CHORD 3-12d NAILS TYPICAL @ VERTICALS 2x4 SC AB @ 48" O.C. IF VERT. WEB IS NOT PRESENT @ X-BRACE CONT. 2x4x8' SYP LATERAL BRACE @ 48" O.C. W/ 3-16d INTO EACH TRUSS/RAFTER BOTTOM CHORD 2x4 BLOCKING @ 48" O.C. BETWEEN GABLE AND FIRST TRUSS/RAFTER 12d @ 4" O.C. FROM LATERAL BRACE TO BLOCK BELOW NOTE: SLOPE ROOF AS REQUIRED PER PLAN 2 A B D E 21 PROJECT INFORMATION SHEET ID SHEET TITLE REVISIONS DATE ISSUED: REVIEWED BY: A/EOR: DESIGNED BY: PROJECT NUMBER: 1 3 3 4 4 6 65 5 C SEAL Professional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____ CONSULTANT AA & Associates of Florida, LLC. All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC. 3956 HEIDI ROAD WEST JACKSONVILLE, FLORIDA 32277 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES. CONSTRUCTION DRAWINGS S602 NEW CONSTRUCTION - LUNDGREN RESIDENCE WOOD FRAMING, BEARING AND SHEARWALL SECTIONS AND DETAILS EOR ALA 12/31/2024 ALA 324-035 893 AMBERJACK LANE ATLANTIC BEACH, FL 32233 FL. 12/31/2024 FL SCALE: 3/4" = 1'-0"3 TYPICAL EXTENDED BLOCKING DETAIL SCALE: 3/4" = 1'-0"4 TYPICAL SHEAR WALL INTERSECTION AT CORNERS DETAIL SCALE: 3/4" = 1'-0"1 TYPICAL WOOD SHEAR WALL ELEVATION SCALE: 1/2" = 1'-0"2 NAILING REQUIREMENTS FOR FLOOR, ROOF AND SHEARWALL SCALE: 3/4" = 1'-0"6 TYPICAL TOP PLATE SPLICE DETAIL SCALE: 12" = 1'-0"8 ROOF TRUSS/RAFTERS AND CEIL. JOIST BEARING SCALE: 3/4" = 1'-0"5 TYPICAL HEADER DETAIL SCALE: 3/4" = 1'-0"7 TYPICAL BOTTOM PLATE SPLICE REPAIR DETAIL SCALE: 1" = 1'-0"9 SECTION AT CMU WALL SCALE: 1" = 1'-0"11 SECTION AT CMU WALL > THAN 10'-3" SCALE: 3/4" = 1'-0"10 SECTION AT OUTRIGGER WITH WALL > THAN 10'-3" NO. DESCRIPTION DATEANGEL ALICEA E NCSIEL S T A T E O F No. 93531