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HomeMy WebLinkAboutPLANSABBREVIATIONS: AB ANCHOR BOLT MATL MATERIAL AFF ABOVE FINISHED FLOOR MAX MAXIMUM AD1 ADJACENT MECH MECHANICAL ARCH ARCHITECTURAL MIN MINIMUM BLDG BUILDING NTS NOT TO SCALE BM BEAM Q.C. ON CENTER BOT BOTTOM OPT OPTIONAL ERG BEARING 058 ORIENTED STRAND BOARD CJ CONTROL101NT PLY PLYWOOD CL CENTERLINE PSI POUNDS PER SQUARE INCH CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT COL COLUMN PT PRESSURE TREATED CONC CONCRETE REINF REINFORCEMENT COND CONDITION READ REQUIRED CONT CONTINUOUS RO ROUGH OPENING CONST CONSTRUCTION RTU ROOFTOP UNIT CLG CEILING SCH SCHEDULE DBL DOUBLE SHTHG SHEATHING DIA DIAMETER SIM SIMILAR DR DOOR SMS SHEET METAL SCREWS DWG DRAWING SIP SOUTHERN YELLOW PINE EA EACH SPF SPRUCE PINE FIR El EXPANSION JOINT STL STEEL ELECT ELECTRICAL STR STRUCTURAL FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR EQUIP EQUIPMENT SQ. SQUARE FF FINISH FLOOR T&G TONGUE AND GROOVE FT FOOT / FEET TOB TOP OF BEARING GA GAUGE TYP TYPICAL GC GENERAL CONTRACTOR LINO UNLESS OTHERWISE NOTED GYP GYPSUM VERT VERTICAL HGT HEIGHT W/ WITH HORIZ HORIZONTAL WIC WALK IN CLOSET HB HOSE BIB WD WOOD INS INSULATION WWF WELDED WIRE FABRIC KSI KIPS PER SQUARE INCH W/O WITHOUT MAS MASONRY WDW WINDOW Sheet List Page No Sheet Name Sheet Number 1 General Notes SOA 2 General Notes and Schedules SO.2 3 Existing Floor Plan, Demo, and Elevations S1.1 4 Proposed Floor Plan and Elevations S1.2 5 Foundation and Framing Plans S_2.1_ 6 I Plan and Plumbing Electrical a g Riser S2.2_ 7 Wall Sections and Details f S4.1 8 Ceiling Plan and Details S4.2 SCOPE OF WORK 1. CONSTRUCT A VERANDA AND OUTDOOR CAFE ADDITION ADJACENT THE SUNROOM. 2. INTERIOR ALTERATIONS TO THE EXISTING SUNROOM. 3. REPLACE EXISTING WINDOWS AND DOORS WITH NEW PRODUCTS PER THE PLAN AND MANUFACTURER'S PRODUCT APPROVAL. MAINTAIN EGRESS FROM ALL BEDROOMS. 4. FRAME THE CEILING TO CREATE AN INVERTED HIP CEILING. GENERAL NOTES: 2. 3. 4. S. DESIGN CODE A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC. b. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, RESIDENTIAL, FBC-R. C. 2017 FLORIDA BUILDING CODE ENERGY, FBC-E. d. 2017 FLORIDA MECHANICAL CODE, FBC-M. e. 2014 NATIONAL ELECTRIC CODE, NEC 2014. f. 2017 FLORIDA PLUMBING CODE, FBC-P. 8- 2017 FUEL GAS CODE, FBC-FG. h. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC. I. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA. DESIGN CRITERIA A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 118 AND 332. B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS 402. C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. D. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE FOLLOWING REFERENCED DOCUMENTS: 1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FORESTAND PAPER ASSOCIATION (AFPA) 2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 3. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES (ANSI:TPI-1 BY TRUSS PLATE INSTITUTE (TPI)) 4. GUIDE TO WOOD PRACTICE FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES (SCSI 1: BY TPI AND WTCA) 5. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PS1-95 OR NER-108D. 6. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS. DESIGN LOADS A. ROOF DEAD LOAD: a. TOP CHORD (ROOF) 20 (TILE) b. BOTTOM CHORD (CEILING) 10 PSF (GYPSUM) B. ROOF LIVE LOAD: 20 PSF C. DEAD LOAD FOR UPLIFT CALCULATION: 10 PSF D. ATTIC LIVE LOAD 10 PSF STRUCTURE SPECIFICATION A. BUILDING OCCUPANCY CATEGORY: II B. CONSTRUCTION TYPE: V-B C. OCCUPANCY CLASSIFICATION: R-3 D. WINDSPEED a. ULTIMATE (LRFD) = 160 MPH b. ALLOWABLE(ASO)= 124MPH E. WIND EXPOSURE CATEGORY: D F. ENCLOSURE CLASSIFICATION: ENCLOSED G. INTERNAL PRESSURE COEFFICIENT: +/-0.18 H. ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED I. INTERNAL PRESSURE COEFFICIENT: +/-0.55 J. WIND-BORNE DEBRIS AREA: YES K. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA L. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. PROJECT REQUIREMENTS: A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES. B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF .ANY DISCREPANCIES OR CONFLICT WITH EXISTING CONDITIONS, SCOPE OF WORK, AND/OR APPLICABLE CODES PRIORTO CONSTRUCTION. D. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC. F. IT ISTHE RESPONSIBILITY OF THE CONTRACTORTO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS. G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. DEMOLITION NOTES 1. PLANNING AND EXECUTING OF DEMOLITION SHALL BE DONE IN ACCORDANCE WITH APPLICABLE ANSI-A10 STANDARDS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODE AND ORDINANCES. 3. CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS IF LEAD -BASE PAINT OR ASBESTOS IS FOUND OR SUSPECTED TO BE ON THE AREAS TO DEMOLISH. 4. CONTRACTOR SHALL TAKE MEASUREMENTS TO MINIMIZE THE AMOUNT OF DUST CREATED, THE POTENTIAL RELEASE OF MOLD INTO THE ATMOSPHERE, AND THE AMOUNT OF VIBRATION PRODUCED THAT MIGHT AFFECT SURROUNDING STRUCTURES OR THE OPERATION OF NEARBY EQUIPMENT. S. ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARY TO PROTECT THE PUBLIC, THE WORKERS AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK. 6. PROTECT ALL EXISTING AREAS AND UTILITIES THAT ARE NOT TO BE DISTURBED. 7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. 8. IN CASE OF ANY DISCREPANCIES BETWEEN PLANS AND EXISTING FIELD CONDITIONS. NOTIFY ENGINEER. 9. ALL MATERIALS TO BE REMOVED FROM SITE AND DISPOSED OF IN AN APPROVED MANNER. BURYING OF TRASH AND DEBRIS ON THE SITE IS NOT PERMITTED. 10. REMOVE AND REPLACE ALL ROTTEN, DECAYED OR DAMAGED WOOD FROM EXISTING STRUCTURE. 11. DURING DEMOLISHING DISCOVERY, ANY MATERIAL THAT IS DAMAGED FROM AGE, WATER, WIND ETC., INCLUDING BUT NOT LIMITED TO ALL CORRODED OR RUSTED METAL, WATER DAMAGED MATERIALS, OR ROOFING MATERIALS TO BE REPLACED. 12. ANY DAMAGE TO EXISTING FIRE RATED PARTITIONS, SHAFTS OR FIRE PROTECTION SURFACES TO BE REPAIRED TO COMPLY WITH REQUIRED FIRE PROTECTION CODES. SITE WORK: 1. SOIL A. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND THE FINAL GRADING PLAN ACCEPTED BY THE AUTHORITY HAVING JURISDICTION. B. IF THE SOILS REPORT IS NOT AVAILABLE, SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PSF. C. CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK. D. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND COMPACTED TO 95%OF THE MODIFIED PROCTOR, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT. E. THE SOILS WITHIN 15 FEET OF THE PROPOSED BUILDING PAD SHALL BE FREE OF ANY WOOD, VEGETATION. STUMPS, CARDBOARD, TRASH, OR OTHER DELETERIOUS MATERIAL. F. WATER MANAGEMENTATTHE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE: a. CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 12" FROM BUILDING. b. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 16" OF BUILDING. C. LANDSCAPE SHALL BE INSTALLED AT LEAST 24" AWAY FROM BUILDING PERIMETER. G. ANY FILL BROUGHTTO THE SITE SHALL MEET PROJECT REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 2. SOIL TREATMENT A. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES BAITING SYSTEMS, AND/OR PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS. B. BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR APPROVED PLASTIC FORMS. FORMS SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER INITIAL TREATMENT. C. PROVIDE VAPOR BARRIER IMMEDIATELY FOLLOWING SOIL TREATMENT. D. A LICENSED PEST CONTROL COMPANY SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING DEPARTMENT AT COMPLETION OF TREATMENT. E. AFTER COMPLETION OF WORK, ALL LOOSE. WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED FROM WITHIN 16" OF BUILDING PERIMETER. CONCRETE: 1. CONCRETE A. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318, B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE: AREA STRENGTH (PSI) SLUMP AGGREGATE SIZE SLAB 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2" FOOTERS 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2" C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PLACING ANY CONCRETE. D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING: a. PORTLAND CEMENT-ASTM C150 b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33 E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE. F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER THE SPECIFIED VOLUME. G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN. 2. TESTING AND SAMPLING A. ALLTESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM REQUIREMENTS. TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FURTHER CONSTRUCTION. B. THREE CYLINDER TEST SAMPLES SHALL BE MADE DURING EACH DAYS SEQUENCE PER EVERY 50 YARDS. TWO SLUMP TESTS (PER ASTM C143) SHALL BE PERFORMED AND RECORDED FOR EACH BATCH, ONE AT THE BEGINNING AND ONE ATTHE END. a. ONE CYLINDER SHALL BE BROKEN AT 7 DAYS AND ONE AT 28 DAYS. RESERVE CYLINDER WILL BE NEEDED IF SECOND TEST FAILS SPECIFICATIONS. C. SUBMITTEST RESULTS TO ENGINEER OF RECORD WITHIN FIVE DAYS OF RESULTS. 3. GROUT A. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. B. CONTRACTOR SHALL ADD PLASTICIZER TO GROUT MIXTURE C. FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS. D. FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND AT TOP OF ALL CMU WALLS. E. GROUT SHALL BE PLACED FLUSH TO THE TOP OF ALL UNTELS AND BOND BEAMS. CONSOLIDATE AND RE -CONSOLIDATE GROUT WITH VIBRATOR FOR FULL HEIGHT OF FILLED CELLS BOND BEAMS AND UNTELS. 4. REINFORCING A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60. B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS. C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS INDICATED IN THE DRAWINGS. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4" D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE) BAR SIZE MASONRY CONCRETE 1500 PSI 2000 PSI 3000 PSI 4000 PSI #4 24" 21" 27" 15" #5 30" 26" 21" 19" #6 36" 31" 26" 22" #7 42" 46" 37" 32" #8 48" 53" 43" 37" E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL. F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED ATTHE OUTSIDE BAR OF FOUNDATION CORNERS. G. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4, UNLESS NOTED OTHERWISE ON DRAWINGS. a. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR SUPPORTS AT SPACING NOTTO EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WHTTHE MANUFACTURERS SPECIFICATION. b. LAP ALL101NTS IN WELDED WIRE MESH 12 INCHES. H. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 LBS PER CUBIC YARD UNLESS NOTED OTHERWISE. S. PLACEMENT AND FINISHING A. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8 INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE. B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIORTO PLACEMENT OF CONCRETE OR DURING CONCRETE OPERATIONS. C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT. D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE. E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX. F. WATER ADDED AT THE SITE SHALL BE KEPTTO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY REVOLUTIONS AT B-12 RPM FOLLOWING THE ADDITION OF WATER AT THE SITE. G. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO INITIAL SET. H. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED. I. DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE. J. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS. K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT. L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE. M. AT SLABS GREATER THAN 20 FEET IN ANY DIRECTION a. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENING b. SAWCUT JOINTS SHALL BE 1/3 THE DEPTH OF THE SLAB. C. ANY SLAB EXCEEDING 20 FEET SHALL BE DIVIDED AT ALL CORNERS AND SHALL EMEND IN EACH 90 DEGREE DIRECTION. N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION. O. SILL PLATE ANCHORS SHALL SEAS SPECIFIED IN SPECIFICATIONS. P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS. Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS. MASONRY: 1. MATERIALS A. ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N, TYPE II. B. COMPRESSIVE STRENGTH OF ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2000 PSI MINIMUM BASED ON THE NET CROSS SECTIONAL AREA. C. MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM C270. D. GROUTING SHALL BE AS SPECIFIED IN NOTES, 2. EXECUTION A. ALL CONCRETE MASONRY UNITS SHALL BE LAID IN FULL SETTING BED AND IN RUNNING BOND UNLESS NOTED ON DRAWINGS. B. ALL EXTERIOR MASONRY WALLS SHALL HAVE 9 GAUGE "LADDER TYPE" HORIZONTAL REINFORCEMENT LOCATED EVERY 16" ON CENTER VERTICAL. CORNERS SHALL USE PRE-FAB "L" AND "T" SECTIONS. C. OVER ALL MASONRY OPENINGS AND WALLS, PROVIDE PRE -CAST LINTELS, CAST -IN -PLACE CONCRETE TIE -BEAMS, BOND BEAMS, OR OTHER HEADERS AS INDICATED ON DRAWINGS. a. LINTELS AND BOND BEAMS SHALL BE REINFORCED AND FULL GROUTED SOLID UNLESS OTHERWISE INDICATED ON DRAWINGS. b. TIE -BEAMS SHALL BE REINFORCED AND POURED SOLID WITH CONCRETE C. VERTICAL REINFORCING AT OPENINGS SHALL BE AS INDICATED ON DRAWINGS. D. VERTICAL FILLED CELLS SHALL MEET THE FOLLOWING: a. HAVE A MINIMUM OF ONE #5 REBAR, LAPPED FOR FULL LENGTH OF FILLED CELL b. VERTICAL REINFORCING SHALL BE LAPPED TO FOUNDATION DOWEL EMBEDDED IN FOOTING. C. TERMINATE VERTICAL REINFORCING AT THE TOP WITH A STANDARD ACI HOOK, LAPPED TO HORIZONTAL REINFORCING IN BOND BEAM, TIE -BEAM, OR LINTEL. d. REFER TO CONCRETE NOTES FOR GROUT AND REINFORCEMENT REQUIREMENTS. E. PROVIDE TEMPORARY BRACING FOR ALL CMU WALLS AND STEM WALLS DURING CONSTRUCTION. F. PROVIDE MASONRY CONTROL JOINTS AS REQUIRED BYACI 530. G. IF DOWELS ARE MISPLACED OR MISSING, THE FOLLOWING REMEDIAL ACTION SHALL BE TAKEN AS APPROPRIATE: a. IF THE WALL HAS NOT BEEN BUILT; DRILL A 3/4' DIAMETER HOLE 6" DEEP AT THE CORRECT LOCATION, INSTALL A 36" LONG #5 REBAR WITH SIMPSON TIE "SET EPDXY". FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING CLEANING THE HOLE AND MIXING THE EPDXY. b. IF THE WALL HAS BEEN BUILT: PRIOR TO LINTEL POUR OPEN THE WALL AT THE CORRECT LOCATION, APPROXIMATELY 16" HIGH AND 14" WIDE AT THE FLOOR, DRILL AND EPDXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEEL TO THE TIE OR BOND BEAM. FORM WALL AND POUR SOLID WITH GROUT, CONSOLIDATING AS NECESSARY. H. CURE MASONRY SURFACES FOR 3 DAYS. LUMBER 1. MATERIALS A. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN THE DESIGN CRITERIA: B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. C. LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE TIME OF INSTALLATION AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC1S". ALL LUMBER SHALL BE S4S. D. ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE#2 GRADE OR BETTER. E. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF #2, OR BETTER, UNLESS NOTED OTHERWISE ON DRAWINGS. F. INTERIOR NON -BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24" ON CENTER. 2. EXECUTION A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS. B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE. C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 41NCHES WIDE SPACED AT 16" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE MATERIALS OR PRESSURE TREATED. E. DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES MINIMUM. F. USE LEGEND BELOW FOR CONVENTIONAL FRAME AND OVER -BUILT FRAMING MEMBERS AND CONNECTIONS, SPACING BELOW IS 24" ON CENTER. RAFTER 2x4 SYP 2x6 SYP 2x8 SYP 2x10 SYP 2x12 SYP MAX. SPAN S'-0" 8'-0" 12'4- 15'-0" 19.4. G. RIDGE AND VALLEY MEMBERS SHALL HAVE A NOMINAL DEPTH OF 2 INCH LARGER THAN RAFTERS AND SHALL BE TWO PLY FOR MEMBERS LONGER THAN 16'-D". H. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS SHALL BE SOUTHERN PINE#2 OR BETTER, MINIMUM HEADER UNLESS NOTED OTHERWISE SHALL BE 12) 2x12. 1. A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS IN BEARING WALLS AS NOTED ON DRAWINGS. J. SQUASH BLOCKS SHALL BE INSTALLED BELOW ALL COLUMNS AND BUILT UP MEMBERS (INCLUDING JACKS AND KINGS AT OPENINGS) 5 I BETWEEN BOTTOM OF FLOOR SHEATHING AND TOP OF WALLBELOW. SQ UASH BLOCKS SHALL BE OF THE SAME GRADE AND SIZE OF THE MEMBER ABOVE. K STO PPING T PPING SHALL BE INSTALLED WHERE THERE IS USABLE SPACE BO TH ABOVE AND BELOW THE CONCEALED SPACE TO 1000 SQUARE FEET. a DRAFT STOPPING SHALL BE INSTALLED IN APPROXIMATELY EQ UAL AREAS TO LIMIT THE CONCEALED EALED SPACE OF A FLOOR / CEILING ASSEMBLY. b. DRAFT STOPPING SHALL BE OF NOT LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS, 3/8" TYPE 2- M-W PARTICLE BOARD. C. DRAFT STOPPING SHALL BE INSTALLED PARALLEL TO FLOOR FRAMING MEMBERS. L. FIREBLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS. a. BLOCKING SHALL BE IN THE FOLLOWING LOCATIONS: CONCEALED SPACED OF STUD WALLS AND PARTITIONS. • VERTICALLY AT CEILING AND FLOOR LEVELS. • HORIZONTALLY AND INTERVALS EXCEEDING 10 FEET. • BETWEEN HORIZONTALAND VERTICAL SPACES SUCH AS SOFFITS, DROP CEILINGS AND CO -CEILINGS. • AT OPENINGS AROUND VENTS, PIPES, CABLES, AND WIRES AT CEILINGS AND FLOOR LEVELS. b. FIREBLOCKING SHALL BE : • 21NCH NOMINAL LUMBER, OR • ONE THICKNESS OF 23/32" WOOD STRUCTURAL PANELS WITH JOINTS BACKED WITH 23/32" WOOD STRUCTURAL PANELS, OR • 1/2" GYPSUM BOARD, OR • OTHER APPROVED MATERIALS PER THE CODE. SHEATHING: 1. MATERIALS A. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-09 / ANSI A 199.1. ALL SHEETS SHALL BEAR APPROPRIATE GRADING STAMP OF APA AND SPAN RATING. B. SHEATHING SHALL NOT EXCEED 19% MOISTURE CONTENT WHEN INSTALLED. DO NOT INSTALL VAPOR/MOISTURE BARRIERS ON SHEATHING AFTER A RAIN EVENT UNTIL THE MOISTURE CONTENT DROPS BELOW 19%. C. FLOOR SHEATHING SHALL BE A MINIMUM OF 23/32" 24/16 SPAN RATED STRUCTURAL SHEATHING FOR 16" ON CENTER SPACING OR 48/24 FOR SPACING GREATER THAN 16" ON CENTER. D. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING. E. ROOF SHEATHING SHALL BE AS NOTED IN THE ROOF SHEATHING AND ATTACHMENT SCHEDULE. 2. EXECUTION A. SHEATHING SHALL HAVE 1/e' GAP AT ALL EDGES FOR EXPANSION AND CONTRACTION AT ALL EDGES UNLESS NOTED OTHERWISE. B. FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS GLUED AND SCREWED WITH #10 SCREWS AT 6" ON CENTER. C. ROOF SHEATHING SHALL BE FASTENED AS SPECIFIED IN THE DRAWINGS. ADD BLOCKING AT ALL PANEL EDGES IN ZONE 3 (CORNERS). FASTENERS: 1. MATERIALS A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. & CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER. C. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. D. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS: a. WOOD TREATED WITH DOT SODIUM BORATE- MINIMUM G90 ZINC COATING b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM G185 ZINC COATING C. FOR ALL OTHER TREATMENT- COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD 2. EXECUTION A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND INSTALLATION. B. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FILLY DRIVEN. C. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING: a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/e' PLATE WASHERS UNLESS NOTED OTHERWISE. b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITH IN 6" OF EACH END OR JOINT IN PLATE. C. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE LENGTH. d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS. D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY. PRE-ENGINEERED WOOD TRUSSES: 1. GENERAL A. NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS PLAN SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. B. ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED, SPECIFIED, AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS MANUFACTURER. C. TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. D. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH CALCULATIONS SIGNED BY FLORIDA REGISTERED TRUSS ENGINEER TO THE ENGINEER OF RECORD AND GENERAL CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. E. TRUSS DESIGN AND FABRICATION SHALL COMPLY WITH TRUSS PLATE INSTITUTE (TPI). F. TRUSS MANUFACTURER TO FOLLOW GABLE END DETAIL FOR ADDITIONAL LOADING REQUIREMENTS (AS OCCURS). 2. MATERIALS A. TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES. B. TRUSSES SHALL BE DELIVERED TO THE PROJECT SITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BY THE TRUSS MANUFACTURER. a. GABLE END BRACING DETAILS AND RECOMMENDATIONS b. LATERAL BRACING AND RESTRAINT DETAILS C. CONTINUOUS LATERAL BRACING (CLB) INSTALLATION REQUIREMENTS d. PIGGYBACK INSTALLATION DETAILS e. CONVENTIONAL FRAMED VALLEY DETAIL f. TOE NAIL DETAIL FOR JACK TRUSSES 9. TWO PLY CONNECTION DETAIL 3. EXECUTION A. ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE BUILDING COMPONENTS SAFETY INFORMATION PUBLICATION, SCSI 1-15. THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WOOD TRUSS HANDLING AND FOR PROPER TEMPORARY AND PERMANENT BRACING. TRUSSES SHALL BE MAINTAINED IN PROPER ALIGNMENT AND SHALL NOT BE STRUCTURALLY DAMAGED. B. TRUSSES ARE NOT SAFE OR STABLE UNTIL ALL SHEATHING, CONNECTORS, AND BRACING HAS BEEN INSTALLED. CONTRACTOR SHALL NOT REMOVE SHORING UNTIL SYSTEM IS COMPLETE. C. TRUSSES SHALL BE INSTALLED AS INDICATED IN THE LAYOUT SUPPLIED BY THE TRUSS MANUFACTURER AND NOT LESS THAN 24" ON CENTER. D. PERMANENT 2x4 HORIZONTAL BRACING SHALL BE INSTALLED ON TOP OF THE BOTTOM CHORDS OF ALL ROOF TRUSSES WITH SPANS GREATER THAN 10'. BRACING SHALL BE NAILED WITH (2) 10d NAILS AT EACH TRUSS AND SPACED NO MORE THAN 10' ON CENTER. E. FLOOR FRAMING SHALL BE PRE-ENGINEERED FLOOR TRUSSES OR MANUFACTURED LUMBER SPACED AT 24" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS. F. FLOOR FRAMING SHALL BE LOCATED TO ACCOMMODATE MECHANICAL AND ELECTRICAL LAYOUT. 1. GENERAL A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES. e. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE. C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC-R 308. D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.5.1. E. SHUTTERS (IF INSTALLED) SHALL MEET FBC-R 301.2.1.2. F. DOOR SIZE NOTATION a. WIDTH (FEET INCHES)x HEIGHT (FEET INCHES). EXAMPLE: 21068 = V-10" WIDE x V-8"TALL 2. MATERIALS A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL). B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MIS SILES, OR SHALL BE PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING. C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL FINAL INSPECTION IS PASSED BY LOCALAUTHORITY HAVING JURISDICTION. D. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLY WITH THE FOLLOWING U FACTORS AND S.H.G.C. (FBC-EC R402.3) OR PROVIDE A PERFORMANCE BASED ENERGY CODE (FBC E400.3). a. IMPACTGLAZING: UFACTOR =0.65 MAXIMUM AND S.H.G.C=0.25 MAXIMUM b. NON -IMPACT GLAZING: UFACTOR =0.40 MAXIMUM AND S.H.G.C=0.25 MAXIMUM E. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL MEET AAMA 714. THE FLASHING SHALL EXTEND PASTTHE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS. a. OSI QUAD FLASH, PROTECTOWRAP LWM200. 3. EXECUTION A. PRIOR TO INSTAL TION -ALL FRAMES AND BUCKS SHALL 8 LA E CHECKED FOR RACK TWIST AND OUT OFSQUARE. e. FOLLOW FMA FENESTRATION MANUFACTURERS ASSOCIATION) A CA TION GUIDELINES FOR FLASHING ALL OPENING S. GS a. CAULK ALL INSIDE CORNERS OF OPENINGS N I GS WITH AN APPROVED SEALANT. b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS. C. APPLY HEAVY UNINTERRUPTED BEAD A OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE OPENING PER WINDOW / DOOR DETAILS. d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL. e INSTALL DOOR/ WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER. C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. RECEIVED parmittin cDepartment paCour Pent St. Lui (Clos-o53 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SCANNQU Project Number: 19AO08 UI O O 0 O J N G 0 Z rr-I LU Imo- IN- O In N F- O g \ CI: O O_ CO CO aca LU p L%1 z UJ Q � In CC h Ln p IY COL 3:12-17 M Z CD C Iu p F- 0 U = W vpi r J rJ M W Q Z N p lJi 01 0 U1J N 2 O W m LL ■ Z xt Q W a> L N a W U EE ao n _ z p n p Q W U I`- z F, to t/I Lr) Lrl ri ` %1. + 2I 3.3 H4 ° 0= Z N p = eu1 °u 0 Zy> c h vO> , W U z W r0 U! NW 1 UJ w J J J LA_ U J Q CL General Notes SO' 1 N m N rn 0 1 OF N 1 e w; � S if �• ELECTRICAL: 1. GENERAL A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. THIS ELECTRICAL DESIGN 15 INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION. 2. MATERIALS A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, THE MANUFACTURER'S INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE. B. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, U.L., ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE. C. RECEPTACLES INSTALLED ON 15-AND 20-AMPERE BRANCH CIRCUITS SHALL BE OF THE GROUNDING TYPE. D. ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.10. E. LIGHT FIXTURES WITHIN CLOTHES CLOSETS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410,16. F. AT LEAST ONE 20 AMP CIRCUIT SHALL BE PROVIDED FOR THE LAUNDRY AREA AND SHALL HAVE NO OTHER RECEPTACLES. G. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE BRANCH CIRCUITS ATTHE KITCHEN, BREAKFAST, AND DINING AREAS AND SHALL HAVE NO OTHER RECEPTACLES. H. SMOKE DETECTORS SHALL BE COMBINATION CARBON MONOXIDE DEFECTORS. 3. EXECUTION A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE NEC. B. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. C. ALL WIRING SHALL BE SO INSTALLED THAT WHEN COMPLETED, THE SYSTEM WILL BE FREE FROM SHORT CIRCUITS AND FROM GROUNDS OTHER THAN AS REQUIRED OR PERMITTED IN NEC ARTICLE 250. D. ALL ELECTRICAL SYSTEMS, CIRCUITS, FIXTURES AND EQUIPMENT SHALL BE GROUNDED IN A MANNER COMPLYING WITH ARTICLE 250 OF THE NEC. E. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACK-UP. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. F. IF EQUIPMENT IS LOCATED IN THE. ATTIC, A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED NEAR THE APPLIANCE LOCATION. G. ALL 115-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONS: KITCHENS, BATHROOMS, GARAGES, SUNROOMS, PORCHES, AND OUTDOORS. H. ALL CONDUCTORS CLOSER THAN 11/a' TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT LEAST 1/2c' IN THICKNESS. I. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE BRANCH CIRCUITS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER. EXCEPTION IS A CIRCUIT SUPPLYING POWER ONLY TO A FIRE ALARM SYSTEM. J. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT INTERRUPTER PROTECTION: BATHROOMS, GARAGES & ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS, WITHIN V OF A SINK, BOATHOUSES, WITHIN 6' OF A BATHTUB OR SHOWER STALL, LAUNDRY AREAS. K. ALLTEMPORARY WIRING INSTALLATIONS SHALL HAVE LISTED GROUND -FAULT CIRCUITANTERRUPTER PROTECTION. L. THE LOCATION OF EACH FIXTURE, RECEPTACLE, SWITCH, APPLIANCE, ETC., SHALL BE REVIEWED BY THE CONTRACTOR, OWNER, AND ALL SUBCONTRACTORS TO AVOID CONFLICTS WITH CLEARANCE AND TOLERANCES PRIOR TO INSTALLATION. MECHANICAL AND PLUMBING 1. GENERAL A. THE CONTRACTOR SHALL SUBMIT ENERGY CALCULATIONS WHICH ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF MECHANICAL SYSTEMS. THE MECHANICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION. B. A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER 50 AS TO PREVENT CONTAMINATION FROM NON -POTABLE SOURCES BEING INTRODUCED THROUGH CROSS -CONNECTIONS OR ANY OTHER PIPING CONNECTIONS TO THE SYSTEM, BACKFLOW PREVENTER APPLICATIONS SHALL CONFORM TO FPC TABLE 608.1. 2. MATERIALS A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, OR THE MANUFACTURER'S INSTRUCTIONS WHICHEVER IS MORE RESTRICTIVE. B. WATER DISTRIBUTION PIPE SHALL CONFORM TO THE NSF 61 AND THE FBC. PLUMBING TABLE 603A ALL HOT WATER DISTRIBUTION PIPE AND TUBING SHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSI AT 180 DEGREES F. C. PIPE PASSING THROUGH CONCRETE OR MASONRY SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SHEATHING, WRAPPING, OR OTHER ACCEPTABLE MEANS THAT WILL WITHSTAND ANY REACTION FROM THE LIME AND ACID OF SUBJECTIVE MATERIALS. THIS SLEEVE SHALL PREVENT ANY RUBBING ACTION AND THE MINIMUM WALLTHICKNESS SHALL BE 0.025 INCH. D. PIPES PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE. 3. EXECUTION A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE FBC MECHANICAL, PLUMBING, AND FUEL GAS. B. AIR CONDITIONER CONDENSING UNITS INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR OTHER APPROVED MATERIAL EXTENDING ABOVE ADJOINING GRADE. C. GRADE MOUNTING UNITS SHALL BE ANCHORED TO THE SLAB WITH GASKETED 1/n" DIAMETER CONCRETE ANCHORS WITH 11/q' EMBEDMENT. THESE ANCHORS SHALL BE LOCATED AT 12" O.C. MAXIMUM ON EACH SIDE UNLESS NOTED OTHERWISE. D. IN LIEU OF REQUIRED EXTERIOR OPENINGS FOR NATURAL VENTILATION IN BATHROOMS, A VENT FAN WITH 20 CFM MINIMUM SHALL BE INSTALLED AND EXHAUSTED DIRECTLY TO THE OUTSIDE. E. EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. F. BUILDING SEWER PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN FBC PLUMBING TABLE 702.3. CLEANOUTS SHALL BE LOCATED PER FBC PLUMBING SECTION 708. G. WATER HEATERS HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THATTHE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ABOVETHE GARAGE FLOOR. H. APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES. I. IF CLOTHES WASHERS, WATER HEATERS, WATER STORAGE TANKS, OR AIR HANDLERS ARE INSTALLED IN LOCATIONS WHERE LEAKAGE OF THE APPLIANCE WILL CAUSE DAMAGE, A GALVANIZED STEEL PAN WITH A MINIMUM THICKNESS OF 24 GAGE OR OTHER APPROVED PAN SHALL BE INSTALLED PER CODE. J. DOMESTIC DISH WASHERS SHALL DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK INTO A STANDPIPE OR WASTE RECEPTOR IN ACCORDANCE WITH FBC PLUMBING 802.2 OR DISCHARGE INTO A WYE-BRANCH FITTING ON THE TAILPIECE OF THE KITCHEN SINK OR THE DISHWASHER CONNECTION OF A FOOD GARBAGE DISPOSAL. K. IF MECHANICAL/PLUMBING APPLIANCE IS LOCATED IN THE ATTIC, SEE FBC M306.3 FOR CONTINUOUS SOLID FLOOR AND ACCESS TO EQUIPMENT. INSULATION AND FINISHES: 1. GENERAL A. THERMAL AND SOUND INSULATING MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 720 AND FBCR B. WHERE ATTIC AREAS HAVE A VERTICAL HEIGHT MORE THAN 30 INCHES, AN ATTIC ACCESS SHALL BE PROVIDED THAT MEETS FBC R807 MEASURING 22 INCHES BY 30 INCHES MINIMUM. C. THE INSTALLATION OF GYPSUM PRODUCTS SHALL MEETTHE GYPSUM ASSOCIATIONS "APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS" GA-216 MOST RECENT EDITION. D. UNVENTED ATTICS SHALL MEET FBCR-806.5. E. VENTILATED ATTIC SPACES SHALL COMPLY WITH FBCR-806. a. THIS PROJECT SHALL HAVE [1/150 OR 1/3001 OF THE AREA OF THE VENTED SPACE, 2. MATERIALS A. INSULATION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE ON THE WALL SECTIONS OR ENERGY CALCULATIONS: a. CEILING R-VALUE= 38 b. WALL R-VALUE: WOOD FRAME =I3, MASONRY =3/4 C. FLOOR R-VALUE = 13, BASEMENT= 0, SLAB = 0 B. WALLS AND CEILING IN HALLWAYS AND CORRIDORS SHALL HAVE CLASS B INTERIOR FINISH: C. WALLS AND CEILINGS IN ROOMS AND ENCLOSED SPACES SHALL HAVE CLASS C INTERIOR FINISH. D. GYPSUM SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS PER AREA: a. STRAIGHT WALLS - ONE LAYER OF 1/i' GYPSUM BOARD b. CURVED WALLS -TWO LAYERS OF 1/a' GYPSUM BOARD C. TYPICAL CEILINGS - 1/2" GYPSUM BOARD d. CEILINGS ABOVE GARAGE WITH HABITABLE SPACE ABOVE - 5/s' TYPE X GYPSUM ROARD E. CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. F. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101 SECTION 10.2 AND FBC TABLE 803.11 WITH SMOKE DEVELOPED INDEX 0-450. a. CLASS A: FLAME SPREAD INDEX 0-25 b. CLASS B: FLAME SPREAD INDEX 26-75 C. CLASS C: FLAME SPREAD INDEX 76-200 3. EXECUTION A. INSTALL GYPSUM CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS OR TIGHTEN THE FASTENER SPACING BY 30 PERCENT. B. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN C. GYPSUM PRODUCTS APPLIED TO WALLS SHALL HAVE 1/," MINIMUM GAP AT THE FLOOR. D. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET. E. FASTENERS SHALL BE LOCATED NOT LESS THAN %" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING MEMBER. F. FASTENERS SHALL PENETRATE THE FRAMING MEMBERS BY NOT LESS THAN THE AMOUNT BELOW UNLESS NOTED OTHERWISE IN FIRE RATED OR STRUCTURAL WALLS: a. NAILS =7/s"MIN. b. SCREWS=5/e" MIN. C. STAPLES =5/s'MIN. G. FASTENER SPACING SHALL BE LOCATED PER THE TABLE BELOW UNLESS NOTED OTHERWISE: CEILINGS NON -BEARING WALLS LOAD -BEARING WALLI NAILS 7" O.C. 12" O.C. 6" O.C. NAILS W/ADHESIVE 12" O.C. 16" O.C. 12" O.C. SCREWS 12" 12" O.C. 6" O.C. SCREWS W/ADHESIVE 16" O.C. 24" O.C. 16" O.C. 1. GENERAL A. STUCCO SHALL MEET ASTM C926 AND ASTM C1063. B. STUCCO LATH SHALL BE 3/8' RIB GALVANIZED AND 3.5 LB/YD3. C. CEMENTITIOUS FINISH SHALL BE AS NOTED BELOW: a. 1/2" THICK (FINISH) OVER MASONRY AS A TWO COAT SYSTEM b. 5/e' THICK (FINISH) OVER CEILING SHEATHING AS ATWO COAT SYSTEM C. 7/e' THICK (FINISH) OVER WALL SHEATHING AS A THREE COAT SYSTEM D. TEXTURE STUCCO PER OWNER. 2. MATERIALS A. STUCCO ACCESSORIES (WEEP SCREED, EXPANSION JOINTS, CORNERS AND TRIM) SHALL BE PVC UNLESS NOTED OTHERWISE. 3. EXECUTION A. PRIORTO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN B. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET. C. INSTALL CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS WITH 1/8" GAP AT ALL EDGES. D. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/e' FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING MEMBER, E. CEILING SCREWS SHALL BE SPACED AT 6" ON CENTER MAXIMUM. STUCCO LATH SHALL BE ATTACHED TO THE FRAMING MEMBERS AT 6" ON CENTER MAXIMUM. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTALAND VERTICAL WOOD FRAMING MEMBERS SHALL PENETRATE NOT LESS THAN'/8' INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, BUT NOT DEFORM, THE RIB. F. CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED TO DELINEATE AREAS NOT MORE THAN 100 SQUARE FEET FOR ALL HORIZONTAL APPLICATIONS. THE DISTANCE BETWEEN CONTROLJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 J/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. Florida Product Approval Listin s Building Design Pre oduct Design Pressures Category - Subcategory Approval Number Manufacturer Model Number (+PSF/-PSF)ssures Pr(+PSF/-PSF) Exterior Doors -Sliding FL 18321 SIW Aluminum Sliding Glass Doors - Impact See Schedule +55/-55 .. -Single Hung.__ FL 17975.1 SIW 5-400 _ See Schedule - Fixed I FL 17973.1 1 SIW 1300 StormSafe See Schedule Tile NOA 16-0112 07 Entegra Concrete Tile 95 _. _._... _ _.. - Underlavment IFL5259R28 Polyglass Roof Underlayment N/A PRODUCT APPROVAL NOTE: 1 HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND 1 HAVE APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED BY CURRENT CODE PROVISIONS. HARD COPIES OF THE PRODUCT APPROVALS SHALL BE AVAILABLE ON SITE FOR INSPECTIONS. +80 / -80 +60 / -60 -120 Project Number: 19AO08 0 O a ,— N h 0 0 0 `u W C N U U a N H C 2 � w ice— H 0 Lf) N � O Ln LU u'1 w O CI - co Lim I— CO m a W vi Z w Z) W w N _ Ln 0 COL 3:12-17 Ln qzr a U' ry 2. CO cc G Lu 0 O U IF w N O) J Ll M 00 Z m 0 J W CD C7 [i] _ N J v M w U LOO ■ Z 2k Lu Q M LL J w Q 7 W N Q W U DC CO n ^ Q LCC U U 0 7 Z � Ln N Ln In 01111113 �,,, ySh 0 m UaV 6 r ep Z 0 0 d° w C] Q w Z !Y w w w f. � J CO J w Nw LL r LQ I- Z w w 3 w J Z w Em`-J General Notes and Schedules O (3) 0) M } H Z Z) 0 U W U J H V) SO■2 Z OF 8 J W F- v Q d r7 7 N N 9 0 in 82' - 115/8" 20'-10" 6'-0" 3'-0" 10'-51/2" 3'-011 3'-0' 10'-21/2" 3'-0" 4'-6" 3'-0" 3'-0" N SUN ROOM 19' -11 1/4" n 00 0 BREAKFAST r N io a M 0 n in r� o KITCHEN ' , in zo N N - ~ 00 \ STORAGE io 0 00 T; 1 it GARAGE 11 _0.. • I, MEDIA ROOM 5' - 6" BO N rl M p -- - 21'-411 12'-4" 01 10 3/16"= 1'-0" LIVING JOOM 15'-101/2" LIVING ROOM / 6'-5" 70' - 0" 0 fn 25' - 61/2" m n MASTER BEDROOM 12' -11 7/8" 12' - 6 5/8" 5'-113/8" 5' - 6 5/8" Ill- 10 1/2" 12'- 3" 1 �o in 6'-0" 6'-2" MASTER BATH 1 3'_2" lf 6'-0" 3'-0" do 5'-2" 3'-0" \ N � N BEDROOM 2 .ti b I BATH 2 0 17'-8" 00 0 Bo 1/81, = 1'-01, Rear 1 /8" = I l_01. I " = 20'-a' i Project Number: 19AO08 O G G C H 6 Z _ �Ln o w Ul) F-- H j CD F- a Lf) LL w f CD M L r m } Q 1 ! Q C] LU Z w w TOES Q ¢ 41 8' - 2" Ln I- Ln w ; COL 3:12-17 Finish Floor L v i J Z m z g G LU O U IL: W L rn N Q Ll W M 00 rn I Z 0) 0 LL _ co Q1 U) L7 N m = 0 ■ Z U w Q W U Emr,c M J WLL Z p O ! Q KUJ (~j ? > Z � Ln N i Ln Un — 013 n . Y c .i c Finish Floor - - 0,-0„ t2 Q 7 U V o} p°Z.. c z eff ?,O 111 1 5 Right Sl.l — - 1/8 = 1'-0" O cn 0 r m o N O C � 0 Q } ~ Z � � a° W Z 0 _ O U w U c o i U Z � � LLJw J G o W W J w 0 _ LO W Q J E W v � Q F— Z o W W 3 v 0 I J Q 3 m 0 J W W Z U O LL o C 'o W r N ti o cU C J Q � a N 0 Existing Floor Plan, Demo, and Elevations S l 1 2 a '-I 0 3 OF 8 N Project Number: 19AO08 0 00 n N 1 Proposed First 2 3/16" = I. -a, 1 3 82' - 115/8" yl—, I -- 17' - 4" I GAS FIREPLACE PER OWNER -- - (3) FIXED WINDOWS AT THIS WALL, SEE ELEVATION I I VERANDA Y MIN. VAULTED CEILING I BB Z Y C CREATE OPENING IN WALL AND ADD OUTDOOR CAFE CAST IN PLACE BEAM, THEN ADD DOOR SUN ROOM 17 — 8' TALL PRIVACY WALL BATH 3 — r +/- 19'- 111/4" 1 11:3 OD O 3080 WOOD DOOR 00 PER OWNER DD I I CB_ L_`.9:�-- w i PANT. 3 MIC:/ OVEN JIJI 42"- 48" SELECTION PER OWNER � NEW OFFICE r I O O - 16 AHU STORAGE 20 B C GARAGE M 12'- 4" REMOVE SHOWER 15'- 10 1/2" LIVING ROOM :: 00 m LIVING ROOM I 22 ) ( 1 6'-5" Y O2 RAISE BEAM HERE FOR 8'0" TALL DOORS 13'-0" 12'- 61/2" 5'- 5 1/4" 7' - 6 3/4" MASTER BEDROOM - - 1 I I W.I.C. II I I I �> II M 12 )V( 11 --_-_- NEW LAUNDRY 24 a m CID4— =TUDIO 12'-3" 14 10 I II I I I I I W.I.C. II I I u II BEDROOM 2 10'-8" 17'-8" ri o z z 1i2'-0" 3 si. e NEW WINDOWS IN NEW OPENING PROPOSED SQUARE FOOTAGE CALCS: ADDITION OF PORCH 374 SF 10 stzsa.i NEW WINDOWS IN MODIFIED OPENING 12" 5" w — — C — LL' z \ a0 m \ NEW WINDOWS IN EXISTING OPENING, NEW WINDOWS IN EXISTING OPENING, MOVE SILL DOWN FOR TALLER WINDOWS MOVE SILL DOWN FOR TALLER WINDOWS 02 Front - Proposed S 1.2 1 /8" = 1,-0„ LOWER SILL AT THESE OPENINGS +/-18" RAISE HEAD HEIGHT TO 8'-0" s1.zz sa.1 Rear - Proposed__ IV'v' 12„ CONTRACTOR TO COORDINATE WITH SCREEN ENCLOSURE 5, CONTRACTOR FOR FUTURE SUPER GUTTER /\ 12" / \a s" �1 Right -,PrgpOsed_ ---- — S1.2 l /8" = 1 -a- �N o� c a 0 0 r- r U w c fy 0 m H 6 z 1--I ~ LU O > C ti Ln LU O 0. v E U v u H C}0 C p V7 z ?� v UJ � W N TOOB� `n N 0 oc — — 8' - 2" 0 COL 3:12-17 0 Ln Finish Floor � � � 0 •o 0'-0" 2 m w O o U E _ W 1 J °� W fV > J Q cn LL a to N co uN m 3 CC U ® t.O E e o • z Yk Lu Q m � v W Q 'w"a a W U LC co n [ N -� 0 n LU CC U C� >cc Z F- c L n V) c HH Ln w 12' - `. Z _TOB W/r U mC1 p m het M Mnish Floor = L . o 0'-0" �Z>Z �oa� v 0 O 0 01 ch m o w E ® z Z v° Q J N i Z OU 12" 5" D w �. w U �[ J C > L U Q Z � w � o W LIJ Q -J J Ln W J Q IO r U Lw Wa Z_ o • d W W a Q 3a rn 0 J W Z o u a D LL " HH 11 D a 011 l0 ~ U 42, 2 o a J Q CL Az �„ � II lob Proposed Floor Plan and Elevations 1 . u a n 0 o o - N T r-I O OF 4 8 " 1 2 #5 BAR AS HAIRPIN AT EACH COLUMN LOCATION AT MIDDLE OF SLAB — — — F 1 — — — jF-2 F-2 2 1- - S4.1 I I a o 4" Bo J^ I F-1 � LL I 4P1 4' HICK MIN. 3000 PSI CONC. W/ 6x -10x10 WWF OR 2.1 Ibs/CUYD I FIBER ESHOVER TERMITE TREATED, WELL MPACTED(95%COMPACTION, ODIFIED PROCTOR) SOIL, TYP. I I J I L- — — — — — — — — — — F-1 C-3 - C-2 C-1 I i 2'-0" 4" F-3 I i i I N 3 Foundation Plan 3/16" = 1 0' #5 Bar Vertical in Filled Cell 6' Long #5 Re-entrant Bar in middle of slab Line of Foundation 4 Step Down in Slab B Roof 3/16"= 1'-0" 4" VERIFY RECESS AT SILL 4111 WITH CONTRACTOR Foundation Schedule Mark WxDxL - Type Reinforcement F-1 24"x16" Cont. Stemwall (3) #5 Bars Cont. F-2 36"x24"x36" Stemwall (4) #5 Bars Cont. F-3 20"x12"xCont. Stemwall (2) #5 Bars Cont. C-1 .01 C Column Schedule Roof Zone Plan 2 3/32"= 1'-0" COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING (PSF) ZONE 1- INTERIOR: +34/-60 +20/-36 6" O.C. ZONE 2 - PERIMETER: +35/-97 +21/-58 4" O.C. ZONE 3 - CORNER: +35/-146 +21/-88 4" O.C. NOTES: EDGE DISTANCE = 5' THE EFFECTIVE AREA FOR ZONES 1 AND 2 ARE 32 SF. THE EFFECTIVE AREA FOR ZONE 3 IS 25 SF. ROOF SHEATHING SHALL BE 19/32" MIN. ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE SPACING SHALL BE THE SAME. Mark Size Type Reinforcement Comments C-1 8"x16" Conc. (6) #5 Bars Vert. & #3 Demo and Remove Existing Hoops at 10" O.C. Max. C-2 8"x16" CMU (2) #5 Bars Vert. Demo and Remove Existing C-3 16"x16" CMU (4) #5 Bars Vert. New 121;11101*i goof Framing - Pro 3/16"= 1'-0" 1 _ Connector Schedule Member Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided Comments A - Truss Strap at CMU HETA16 (10) 10d's x 1 1/2" 2,110 Ibs 2,235 Ibs Simpson or Equal B - Strap - Middle Stringer H10A-SS (18) 10d x 11/2" 150 Ibs 970 Ibs Simpson or Equal C- Hanger - Standard HUS26 (20)16d's 1,500lbs Simpson or Equal D - Girder Hanger MHBA3.56/14 (1) 5/8"x12" Anchor Embed. & (16) 1/4"x3" SDS Screws 4,800lbs 4,940 Ibs Simpson or Equal E - Girder at Con. Beam (2) HETA16 (10) lod's x 1.5" at Each Strap 1,800 Ibs 2,035 Ibs Simpson or Equal Hanger - Concealed HUC28-2 (14) 16d's & (6) 10d's 1,800 lbs 850 Ibs 1,1351bs 1,135 Ibs Simpson or Equal Simpson or Equal Hanger - Concealed at CMU HUC28-2 _ a (14) 1/4"x2 3/4" Titens & (6) 10d's Hanger - Standard HUS210-2 (10) 16d's & (6) 10d x 1.5" (14) 16d's & (6) 16d's 2,000lbs 3.295 Ibs Simpson or Equal Hanger - Standard U41OR 1,115lbs 1,115 Ibs Simpson or Equal --- Beam Schedule Mark Beam Beam Size Reinforcement Comment BM-1 Concrete Beam 8"x16" (2) #5 Bars Top & Bott. w/#3 Hoops at 10" O.C. Max. For All New Openings BM-2 Concrete Beam 10"x13" See Detail BM-3 Concrete Beam 8"x16" (2) #6 Bars Top & Bott. w/#3 Hoops at 10 D.C. Max. Beam Raises to follow Ceiling Line TILE ROOF TO M CH EXISTING, OVER PEEL N' STICK OV R SHEATHING PER DMPONENTS AND C ADDING SCHEDULE OVER P.E. TRUSSES/AT 24" O.C. MAX REMOVE EXIST. CONC. BEAM AND ADD NEW CONCRETE BEAM (VAULTED) FOR RAFTER BEARING 1 FRAMING PLAN IS PRELIMINARY AND THE CONTRACTOR SHALL SUBMIT THE D MANUFACTURERES SHOP DRAWINGS TO THE ENGINEER OF RECORD PRIOR TO THE START OF CONSTRUCTION. NEW CONC. BEAM, SEE SECTION 2 MODIFY BOTTOM CHORD/WEB OF TRUSES S42 AND SUPPLEMENT PER SECTION, LINE NEW RAFTER UP ADJACENT TO TRUSS FOR CONNECTION TO WEBS I 2x6 SYP CEILING FRAMING IN THIS SECTION TO FRAME DOWN FOR VAULT, ATTACH TO EXIST. TRUSSES W/ 2x4 VERT. AT 36" O.C. MAX. Project Number: 19AO08 o c a o 04 0 0 C 0 C Y a 9 W N 0 z w N H uJ w a i2 I— co �/�G •��0 e[� A:% c n° 0 i u 0 C o� ti° > °o �` ° 5 4 %,,,, I =. Z W ❑ Z W W tIJ Q W J � Q D Z W W J p J W J N D LL O_ ko ~ N N U o a c� J .N a o a Foundation and Framing Plans � S2,11 0 0 N m 0 S OF 8 ti ELECTRICAL LAYOUT IS PROVIDED FOR ITEMS IN THIS SCOPE OF WORK ONLY. EXISTING ITEMS SHALL REMAIN AS IS UNLESS NOTED OTHERWIDE. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER FOR LOCATIONS AND SPECIFICATIONS FOR ALL ELECTRICAL AND LOW VOLTAGE ITEMS PRIOR TO INSTALLATION. Project Number: 19AO08 a, a O C O U d d Z F- F- O Ln rV O OC O d Y m W Q m LU o z `< w UJ Q Ln v) 0 w COL 3:12-17 vl lzt — 1n ri J Z m o ~0 U I W J C] W U) >Mm2 Z N LL C7 EOrn 13 m °D U 0 IN Z St W Q M J WWQ>wNQ U crml,z L Q cc ^ H g ELECTRIC METER (_LLJ ELECTRIC PANEL (E.P.) OR PROPANE TANKLESS W/H ZV) +P GAS VALVE (NATURAL GAS, LP, ETC...) Ln $� SWITCH (# IS 1, 2,3 WAY, ETC...) R 120v DEDICATED RECEPTACLE `. 120v RECEPTACLE YYGFI 120V RECEPTACLE, GROUND FAULT INTERUPTED ® 220v DEDICATED RECEPTACLE �����° , g tiaw COMBO SMOKE / CARBON MONOXIDE DETECTOR Z M O 0_ CEILING MOUNTED LIGHT FIXTURE ; Z j i 0 Ho WALL MOUNTED FIXTURE LIGHT If11111►1 RECESSED CAN LIGHT O a1 � RECESSED CAN LIGHT W/ FAN F Tt rn EXTERIOR FLOOD LIGHT p Z LED LED TUBE LIGHT Z 0 O W e U.C. LED STRIP LIGHT W U :D J O CEILING MOUNTED EXHAUST FAN Q w �—� CEILING MOUNTED FLOURESCENT LIGHT Z W W V) W W w O� p J U �QO CEILING FAN WITH (OPTIONAL) LIGHT Q (B W J HOSE BIB Q f Z n T= TELEPHONE OUTLET - VERIFY HT. W/OWNER Z >— LLJJ C = COXIAL RECEPTACLE - VERIFY HT. W/OWNER W w > SP SPEAKER J p } 4? DOORBELL CHIME W UJ FAU FORCED AIR UNIT - AIR HANDLER ® L" } H C/S U AUTOMOBILE CHARGE STATION J Q VENT HOOD Electrical Plan and Plumbing Riser 6" = 11-01 1 U uu i N.T.S. 52.2 6 OF Q I �i Interior Wall Secti 3/4" = 1'-0" CONCRETE TILE ROOF OVER PEEL'N STICK UNDERLAYMENT OVER SHEATHING PER ROOF FASTENING SCHEDULE P.E. TRUSSES AT 24" O.C. MAX. W/ CONNECTORS PER ROOF PLAN AND SCHEDULE SOFFIT TO MATCH EXISTING #5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP 8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" O.C. MAX. FOLLOW NOTES FOR HORIZ. REINF. P.E. TRUSSES AT 24" O.C. MAX. SEE TYPICAL WALL SECTION FOR TYPE OF INSULATION 1/2' GYPSUM TYP., 5/8" TYPE X AT GARAGE CEILINGS UNDER HABITABLE SPACES (2) 2x4 TOP PLATE, 36" SPLICE MIN. 2x SP HEADER W/ PLYWD FLITCH OVER OPENINGS AS OCCURS: (2) 2x4 UNDER 4- WIDE (2) 2x6 UNDER 6' WIDE (2) 2x8 UNDER 8' WIDE 2x4 SPF STUDS AT 16" O.C. MAX. W/ (2) 16d's TOENAILED AT TOP AND BOTTOM i SIDE PER FBC-R 702.3, x 3" TAPCONS AT 12" NC. SLAB W/ 6x6- IS/CUYD FIBERMESH 6 MIL VISQUEEN VAPOR BARRIER OVER TERMITE -TREATED, WELL -COMPACTED FILL 12 5 TYP.SLOPE l FINISH PER OWNER (2) COURSE BOND BEAM W/ #5 BAR HORIZ. CONT. IN EACH COURSE, OR CONC. BEAM AS NOTES BEAM PER PLAN/SCHEDULE OVER OPENINGS 1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC COATING KA #5 DOWELS W/ 90 DEGREE ACI HOOK � J CLEAN -OUT AT EACH FILLED CELL FOR a INSPECTION, EITHER SIDE OF WALL io '^ g' SLOPE GRADE AWAY FROM FOUNDATION,N COMPACT 24" OUTSIDE OF BLDG MIN. SET 4" THICK 3.000 PSI CONC. SLAB W/ 6x6- HEIGHT OF FOOTER TO ENSURE 6" OF GRADE o W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH MIN. COVER TOP OF FOOTER 11 7 > A III —III —III 10 MIL VISQUEEN VAPOR BARRIER OVER TERMITE- -II -I —II TREATED, WELL -COMPACTED a, FILL REINFORCED a REINFORCED CONC. FOOTER PER PLAN/SCHEDULE Mason 3/4" = V-0" TOP REINF. PER SCHEDULE PERIMETER HOOPS PER SCHEDULE MIDDLE / INTERM. REINF. PERSCHEDULE BOTTOM REINF. PER SCHEDULE SEE ARCH. DETAILS FOR CHAMFER — INT. HOOPS PER SCHEDULE, IF NEEDED PERIMETER HOOPS PER SCHEDULE VERT. REINF. PER SCHEDULE ®d p a a w _ � W u o 3 Conc. Beam Detail Conc. Col. Detail 54.1 1" = 1'-0" 2x4 NAILERS AT PERIMETER 2x4 BLOCKING PER FRAMING PLAN W/ (2) 12d's EACH TRUSS I 3/4"x6" T&G SOFFIT W/ #8x2" WOOD SCREWS (BLIND) AT EA. TRUSS TYP. 1/4' EXP. JOINT AT CEILING, TYP. 12 T8,G Celing Detail Right 54.1 3/4" = 1'-0" a a. SEE TYP. WALL SECTION FOR INTERIOR FINISHES, TRIM PER OWNER LINTEL PER PLAN/SCHEDULE b b. COAT MASONRY WITH LIQUID WATERPROOFING, THEN ADD 3 LINES OF SEALANT AT MASONRY, THEN INSTALL 2x PT BUCK J C. SEALANT AT FLANGE TO BUCK e d. 1/4" MAX. NON -DEGRADABLE SHIM W/ BACKER ROD AT PERIMETER, TRIM SHIMS 9 1/4' FROM FACE e. 1/4'0 x 3" TAPCONS AT 10" O.C. MAX. THEN INSTALL LIQUID WATERPROOFING OVER d FACE OF BUCK C f. FLASHING TAPE ATTOP FIN AND EXTEND 4" AT EACH CORNER, COVER SCREW HEADS h 8. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4' GAP e AT WINDOW, THEN SEAL e h. SLOPE TO DRAIN, LEAVE 1/4' GAP AT WINDOW, THEN SEAL C i. PRECAST OR POURED IN PLACE SILL i b J. SEALANT AT BUCK TO MASONRY NOTES: 1. DO NOT INSTALL ANCHORS IN WINDOW SILL UNLESS NOTED BY PRODUCT APPROVAL. 2. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES. 3. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. LINTEL PER PLAN/SCHEDL 9 a. SEE TYP. WALL SECTION FOR INTERIOR FINISHES, TRIM PER OWNER b. COAT MASONRY WITH LIQUID WATERPROOFING, THEN ADD 3 LINES OF SEALANT AT MASONRY, THEN INSTALL PT BUCK C. SEALANT AT DOOR TO MASONRY d. 1/4" MAX. NON -DEGRADABLE SHIM W/ BACKER ROD AT PERIMETER, TRIM SHIMS 1/4' FROM FACE e. 1/4"0 x 3" TAPCONS AT 10" O.C. MAX. THEN INSTALL LIQUID WATERPROOFING OVER FACE OF BUCK f. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4' GAP AT WINDOW, THEN SEAL 8. 3 HEAVY CONT. LINES OF SEALANT AT THRESHOLD TO CONC., THEN 1/40 x 3" TAPCONS AT 10" O.C. MAX. (SEE NOTE #1) OPTIONAL 1" RECESSED SILL AT OUTSWING/SLIDING DOORS NOTES: 1. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL. 2. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL 3. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. Door Detail at CMU EXIST. BOND BEAM CONTRACTOR SHALL USE EITHER PRECAST 8F-1T/0B OR CAST -IN -PLACE 8"x8" CONC. BEAM W/ 1#5 BAR CONT. AS HEADER FOR OPENING, IF BOND BEAM IS LOCATED ABOVE PROPOSED TOP OF WINDOW, CONTRATOR MAY USE THAT IN LIEU OF NEW HEADER — CONTRACTOR MAY DEMO, REBUILD ALL CMU ABOVE OPENING IF PREFERRED FOR EASE OF CONSTRUCTION — 0'-5" BRG. MIN. #5 VERT. BAR D&E W/ 6" EMBED. — °0 w N U M a - WALL DESIGN PRESSURE (n ALLOWABLE, IN LBS PER SQUARE FOOT ZONE 4 AND 5 = -46 PSF EXIST. 8"x8"x16 MASONRY IN RUNNING BOND - 3000 PSI GROUT. FULLY CONSOLIDATED - #5 VERT. BAR D&E W/ 6" EMBED. KNOCK OUT FACE FOR ACCESS EXIST. CONC.BOND BEAM BELOW U New 3/4" = 1'-0" I� 1E�diLL� IiP>•��I EXIST. 8"x8"x16 MASONRY IN RUNNING BOND EXIST. CONC. FOOTER s C f'qa Qa Qa._ 4° a WALL DESIGN PRESSURE ALLOWABLE, IN LBS PER SQUARE FOOT ZONE 4 AND 5 = -42 PSF -a. e' a 6080 SAWCUT AND REMOVE EXISTING LINTEL AND CMU AND KEEP 8x16" CONC. BOND BEAM IN PLACE, NOTIFY ENGINEER IF HnR17 REINF nF ROND BEAM IS EXPOSED EXIST. CONC. BOND BEAM EXIST. 8"x8"x16 MASONRY IN RUNNING BOND EXIST. GROUT AT JAMBS EXIST. #5 VERT. BAR, VERIFY OR NOTIFY ENGINEER OF RECORD EXIST. CONC. FOOTER EXIST. 16" DEEP CMU BOND BEAM W/(2) #5 BARS CONT. EXIST. CMU JAMBS POURED SOLID WALL DESIGN PRESSURE ALLOWABLE, IN LBS PER SQUARE FOOT ZONE 4 AND 5 = -46 PSF 8"x8" 3,000 PSI CONC. SILL, FULLY CONSOLIDATED W/#5 BAR HORIZ., FORM LIP AT EDGE AND SLOPE TO EXT. (SILLS AT REAR ELEV. WILL BEAR ON EXIST. BOND BEAM) — 12" #5 BAR D&E W/ 6" EMBED. W 0 CONTRACTOR SHALL REMOVE SILL AND DEMO CMU AS NEEDED FOR INSTALL OF NEW SILL EXIST. 8"x8"x16 MASONRY IN RUNNING BOND — EXIST. CONC. FOOTER OR BOND BEAM CMU Lower Window Sill Detail 3/4" = 1'-0" EXIST. 16" DEEP CMU BOND BEAM W/(2) #5 BARS CONT. — CONTRACTOR SHALL REMOVE AND DEMO ARCHED SECTIONS AS NEEDED FOR INSTALL OF NEW WINDOW — EXIST. CMU JAMBS POURED SOLID WALL DESIGN PRESSURE ALLOWABLE, IN LBS PER SQUARE FOOT ZONE 4 AND 5 = -46 PSF EXIST. 8"x8'x16 MASONRY IN RUNNING BOND CMU Flat Header Detail 3/4" = V-a' WINDOW OPENING °a P WINDOW \ /OPENING--,, L Project Number: 19AO08 a O p a 0 \ m 0 c 0 N m E c E U a O m -o m 0 z N Cn O C3 O r-1 L Ln H- w H Cc w CL H H Lu m Lu o z w : w rr w Ln _ V) COL 3:12-17 LO V J Z co w ~ 0 p u_ I W v�i N w Q Ld 00 rn Z N J j Y41 U' m Cr U W � LL ■ Z Xt W Q w Q M > w [V _J Q W U cc co Z � F_ Q U O > f Z t In � � Ln u1 i 0 s �U M O yaZ _ VoU o %y ' z F O' Z "e v a: i O Cn m a £ Q Z � W Z ° N LL O U V c w Z W L o W Q W J M U ' 0 w _ W Q _J L W Q L_ I- -7� Z o o, `o W Z W / /\ w N _J W W Z U 0 m DJ O LL N o 0 H U Gw < o, Wall Sections and Details S4.1 N 0 N Q7 a-1 O '7 OF 8 c B I Ceiling Plan 3/16"= 1'-0" 51/2" ICYNENE INSULATION "LD-C-50" SPRAY -FOAM SINGLE ASSEMBLY INSULATION "R-20" W/ "NO -BURN PLUS XD" INTUMESCENT COATING. DESIGN IS APPROVED PER ICC- EVALUATION REPORT ESR-1826. "ALTERNATE MATERIAL AND METHOD OF CONSTRUCTION PER FBC 104.11" TILE ROOF OVER PEEL'N STICK UNDERLAYMENT OVER SHEATHING PER ROOF FASTENING SCHEDULE EXIST. P.E. TRUSSES AT 24" O.C. MAX. W/ BOTTOM CHORD REMOVED, ATTACH WEBS TO NEW RAFTERS W/(4)12d's Tl'P. 10"x13" NEW CONC. BEAM, 4000 PSI W/ (8) #6 BARS AS SHOWN & #3 HOOPS AT 10" O.C. MAX. UNVENTED SOFFIT PER PRODUCT APPROVAL Roof _Section New Beam at Rafter 54.2 3/4" = V-0" EXIST. P.E. TRUSSES AT 24" O.C. MAX. CUT BACK FOR NEW SUBFASCIA NEW SUPER GUTTER TO SUBFASCIA - 3/4"= 1'-9' NP SLOE -10" CONNECT EXIST. WEBS TO NEW RAFTER WAS) 12d's TYP. ENTED ATTIC 1 2x8 SYP RAFTER AT 24" O.C. MAX. W/ HUS28 ON LEDGER AND HUS28 SKEW TO (2) 2x8 GIRDER RAFTER (2) 2x10 P.T. LEDGER W/5/8" BOLTS AT 12" O.C. MAX. STAGGERED 1/2" GYPSUM OR TONGUE AND GROOVE PER OWNER SLIDING GLASS DOOR Project Number:. 19AO08 a 0 C 0 u m c 0 Z N a Ln COL 3:12-17 Ln L3 e� JZ on LU OU F- O I W N Cn rn cQ Z NJQ LL % CO [7 m U ./ ZYtw J ■ W Q>w Q m J QW U zmloc ^ or U p j z N Ln Ln Ln b 3 q0- OP,J%+Ju °N h?Z p O ° cW a U6 O° I°V >z "°^O. Z W 0 Z W W W Q W J � Q U Z W W J p } U3 J W I O 01 at m z I O U w U J LA Ceiling Plan and Details S4.2 *BUILDER"S WARNING* EWROEAED rW ws9 mMB TIMER FRwO . * --- -- _ -_-- -- THIS IS A PLACEMENT PLAN FOR ENGINEEREDBC(N-b` - `SE-EBIN�ENGINEERING SHEETS F BACK CHARGES WILL NOT BE ACCEPTED UN�.ESS OUR VARNINCa F --� COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE _L BEARING POINTS MUST BE INSTALLED DIAPHRAMS HAVE NOT BEEN ANALYZED BY DN THE BCSI-B1 SUMMARY SHEETS USS ALL HANGERS ARE SIMPSON STRONG -TIE OR USP UNLESS EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE PLIES AND THE CONNECTION INFORMATION. OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. OUR DESIGN DEPARTMENT MUST APPROVE TO THE CURRENT SIMPSON STRONG -TIE OR USP CATALOG DOSO OR ROULT INSTALLING NN p A Eo I NGES AND ANYNLL TRUSSES!D ALL �NTIES FAILURE FOLLOW INSTRUCTIONS ON THE BCSI-B1 SHEETS AND SEALED ENGINEERED TRUSS SUMMARY N INSTALL WEB BR CII olnnn�rS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN 00 N NOTE: LAYOUT DRAWN BASED ON THE FOLLOWING ASSUMPTIONS: (BUILDER TO ADVISE IF DIFFERENT) _1) EXISTING & NEW ROOF TYPICAL: _2) ALL DIMENSIONS PER THIS LAYOUT _3) NEW TRUSSES DO NOT SUPPORT ANY EXISTING TRUSSES. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. ECT CAN NOT BE RESPONSIBLE FOR MATCHING EXISTING ROOF SYSTEMS. UPON SIGNING, BUILDER AGREES TO ALL CONDITIONS AS SHOWN ON THIS LAYOUT. EAST COAST TRUSS CAN NOT BE RESPONSIBLE FOR, OR ASSIST IN, ANY REPAIRS TO EXISTING TRUSSES. j ZCJ 1 I ZCJ3 i I ZCJ5 I I I I I I I I I ZCJ5 I j ZCJ3 I ZCJJ 1 REFER TO THE STANDARDS PACKAGE FOR ALL TOE NAIL REQUIREMENTS. 171411 e— M L77 ti ti Ln M U U U U W U U U U, N N N N N N N N N VONi 41 i 00 1 I Ili .ram i • •ODD SPACE i i 111 ODD SPACE • i • a !� N N N N N N N N N ._._....... ...... ...... ... ....... ...... _.— inn ZCJ3 ! ZCJ5 i ZCJ51 I ZCJ3 USP HANGERS OR EQUIVALENT TRUSS PLACEMENT PLAN HUS26 (2) SKH26R (2) SKH26L (2) IIVVL 1 vI"T' 21—Olt TRUSS HEEL DETAIL ineeri EAST COAST TRUSS 5285 ST. LUCIE BLVD. FT. PIERCE, FL 34946 OFFICE: (772) 466-2480 FAX: (772)466-5336 Ub i UMLMtsairoort Loontracting OB NAME:Lyies DDRESS:600 NW Winters Creek Rd [ITY/CNTYPalm Citv DEL Addition 3Q FT 378 )ATE 07/24/19 (LATEST- 07/31/19) A N ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 1 1 61G15S-31.003 (3) (c), EAST COAST TRUSS is the "Trues Design Engineer" Trusses are designed in accordance with the ' Florida Building Code 1 1 kPPROVAL NOTE: 1 ',y approving this placement plants), signatured anywhere on this sheet, the 1 ustomer or his representitive acknowledges that this placement plan complie dth the structural intent of the project. The customer also acknowledges that this approval authorizes EAST ,OAST TRUSS to manufacture these trusses and deliver them to the project idicated on this drawing. The customer also acknowledges that he/she accepts financial :sponsiblldy for any repair, engineering, and labor required due to errors 1 , that than those of EAST COAST TRUSS. Signed: J Q ._._._..-._.._ )ate: Z LL '#ODE =FBC 2017/TP12014 ASCE 7-1 )ESIGN CRITERIA =MWFRS LU )CCUPANCY CATEGORY = II CL XPOSURE = D 2 OWF SPEED =160 Q 3UILDING TYPE =PARTIAL MEAN HEIGHT =15 W U) GRAVITY LOADS W J ROOF: DUR FACTOR= 1.25 PSF=TCLL - TCDL - BCLL - BCDL Z 20.0,20.0,0.0110.0 D LOADS PER FBC & FRIC 'NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE L_L 20 psf UPLIFT MUST BY-PASS FLOOR TRUSSES_ - UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. LIJ ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN vv .•�� ON ENGINEERED TRUSS DRAWING, O Dua STRONG BACK BRACING, 10'-0"O.C., IS RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE LIJ CAUTION: SPANS GREATER THAN 30'-0" - / A MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO V J 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. O ... - --- ALL BEAMS BY BUILDER Z INOTETRUSSES DO -AI O SUPPORT ANY PLANT SHELVES Q Manuel Digitally signed byManuel Martinez O i Date: 2019.08.22M a rt n p�1 .. 1 1 ` "1sAA�.6.12 -04 00 FILE COPY No 047182 �- ----REVISIONS CL Q STATE OF� ..,R �. ,�, 1 Revised TIC pitch, BC pitch, and '� *•?•° overall heel height. Overhangs now TO ' ION, � �2x8 scabs by builder. 2 Spaced HJ's to allow for corner OH s�rtaL t. 40015B 5828 5D 3D 9C 3C A4 DE DE 7958 E0 F9 scabs � rani ww"euf. GY6M1 A1xe#arw+Nwxuec Bhf!&aaPMSbY M4lM:af 4R1YRw'v4a' - €�dw.�.�ssaxB�w,�.�swwr�.�nzuu».w�,a•s�,na � L` rjlJ_L'i O rw6mrdtgrMtsufDlla amartsowtccnusr,.eaww+wcaaaMaawm l /L fJ 6533 Lurie(-g8j y (D antaM SiW a aeatAaruwcn wa• mut6• wrxtinC un dny+i•dlr�ntiar Z}i N6t�a. ca /4" if plot 18x24) .Designed by:BH Lf) ro :-r r C rt 1> n � ro tCI c � O rD = :� ! rt 3, � `D r� rt 01 v m `l 17'-4" — GAS FIREPLACE PER OWNER (3) FIXED WINDOWS AT THIS WALL, SEE ELEVATIONI VERANDA I' MIN. VAULTED CEILING 2 82'-115/8" 4 (5) ° edo d ° e '� 9 ede °4 • d xi • ..a e84' e'e e ode eta- d °d ff° d 4Y d e de a ° ADD 5' WIDE CONCRETE AROUND EXISTING POOL DECK PER DETAIL mod' %4 a d DRILL & DOWEL #5 VERT. TO CMU W/6" EMBED. 'Cam EtBA4TH(3:�] CREATE OPENING IN WALL AND ADD OUTDOOR CAFE CAST IN PLACE BEAM, THEN ADD DOOR 8'TALL PRIVACY WALL 19'-111/4" I ll\ N( O �12'-115/8" 4'- 8 7/8" 00 01 Z3080�WOOD DOOR 0c PER OWNER 2s ' Proposed First Floor 3/16"= 1'-D" w PANT. e .� o MIC./ OVEN 42"- 48" SELECTION PER OWNER !NEW OFFICE O Q 0-- AHU STORAGE C GARAGE 21'-4" 12'- 4" O REMOVE SHOWER 15' - 10 1/2" LIVING ROOM 00 M LIVING ROOM 22 ) ( 1 6'-5" O in HH RAISE BEAM HERE FOR 8'0" TALL DOORS W K 13' - 0" 12'- 61/2" 5' - 5 1/4" 7' - 5 3/4" xZ W a O MASTER BEDROOM —_ —_ — a J I I 00 W.I.C. I I �� II NEW ---- LAUD 24 a �X STUDIO 14 ASTER BATH M 10 BENCH m° M W.I.C. B 13 II �� I I _ BEDROOM 2 14 BATH 2 277 12'-3" 17'-8" fV En 25 Front - PI 1 /8" = V-0" S1.2 NEW WINDOWS IN NEW OPENING Project Number: 19AO08 as PROPOSED SQUARE FOOTAGE CALLS: ADDITION OF PORCH 374 SF cr-1 w In H O an 51.254.1 -1 4 un W O d NEW WINDOWS IN MODIFIED OPENING 12" 5" 1 w m co m 0 w Q V1 z ��J UL J w :D w a Q > _ TOB L Ln o 8 -12" V i ' COL 3:12-17 Ln Finish Floor _ `r ei 0' - 0" Ls co NEW WINDOWS IN EXISTING OPENING, NEW WINDOWS IN EXISTING OPENING, ? FL O O MOVE SILL DOWN FOR TALLER WINDOWS MOVE SILL DOWN FOR TALLER WINDOWS T U y W to 0) J i nl Q 00 LOWER SILL AT THESE OPENINGS +/-18" RAISE HEAD HEIGHT TO 8'-0" S1: 54.1 ODD, [on: I IFNI 12" 5" 0 REVIEWED FOR r41 Left -Proposed CODE COMPLIANCE Z N[] LJL M .i N -J CIO i Lg m = U O �o Z :M L �U Q m w CONTRACTOR TO COORDINATE WITH SCREEN ENCLOSURE W < _> w CONTRACTOR FORFUTU UPER G ER U O = _ . `= w 4 I`— U 12" [] > : 1 cc: �9 N H HLn t>'d' Ln 12'- 1 1 TO " " V ,�\1111111/II i 8 2 Finish Floor = Wog } Y a ae O o 0 a mrn C v Q 0 Z 0 O U c 12" W p w v 5" U F- �L W E Z w N o w w I— ° p U _ -J v u7 Q rn W J w LO Z o v W w -J p 3 $ r o J w te O JLL N O° �n 0 c 4 G � J .N a o o_ Proposed Floor Plan and Elevations a n 51.2 N '-I 0 4 OF 8 wv, 00 r 1 2 #5 BAR AS HAIRPIN AT EACH COLUMN LOCATION AT MIDDLE OF SLAB F1 F- — — — — — — — — — - tF- F-2 2 S4.1 I I I a O 4" co ^ F-1 ti F- 2'-6" I I 4„ 4' HICK MIN. 3000 PSI CONC. W/ 6x -10x10 WWF OR 2.1 Ibs/CUYD FIBER ESH OVER TERMITE TREATED, 1\ I WELL MPACTED (95% COMPACTION, I ODIFIED PROCTOR) SOIL, TYP. I 1 I � J L J F-1 C-3 `_ — C-2 C-1 I i i i 2'-0' I 4° I F-3 O I N I I L I i 21 - - - - - - Foundation Plan 3/16" = V-0" #5 Bar Vertical in Filled Cell 6' Long #5 Re-entrant Bar in middle of slab Line of Foundation 4" Step Down in Slab Roof Framing - Existing 3/16"= 1'-0" 4" 4" VERIFY RECESS AT SILL WITH CONTRACTOR 4" -- E C 1 Foundation Schedule Mark WxDL Type Reinforcement F-1 24" z16" Cont. (Stemwall (3) #5 Bars Cont. F-2 36"x24.X36" Stemwall (4) #5 Bars Cont. F-3 20"x12"xCont. Stemwall (2) #5 Bars Cont. 2 Q/ I I cc C Roof Zone Plan 3/32"= I'-0" COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING (PSF) ZONE 1- INTERIOR: +34/-60 +20/-36 6" O.C. ZONE 2 - PERIMETER: +35/-97 +21/-58 4" O.C. ZONE 3 - CORNER: +35/-146 +21/-88 4" O.C. NOTES: EDGE DISTANCE = 5' THE EFFECTIVE AREA FOR ZONES 1 AND 2 ARE 32 SF. THE EFFECTIVE AREA FOR ZONE 3 IS 25 SF. ROOF SHEATHING SHALL BE 19/32" MIN. ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE SPACING SHALL BE THE SAME. Column Schedule Mark Size Type Reinforcement Comments C-1 811x16" Conc. (6) #5 Bars Vert. & #3 Hoops at 10" O.C. Max. Demo and Remove Existing C-2 8"x16" CMU (2) #5 Bars Vert. Demo and Remove Existing C-3 16"x16" CMU (4) #5 Bars Vert. New )F TRUSES 3/16" = V-0" Connector Schedule Member Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided Comments A - Truss Strap at CMU HETA16 (10) 10d's x 1 1/2" 2,110 Ibs 2,235 Ibs Simpson or Equal B - Strap - Middle Stringer H10A-SS (18) 10d x 1 1/2" 150 Ibs 970 Ibs Simpson or Equal C - Hanger- Standard HUS26 (20) 16d's 1,500lbs Simpson or Equal D - Girder Hanger MHBA3.56/14 (1) 5/8"x12" Anchor Embed. & (16)1/4"x3" SOS Screws 4,800 Ibs 4,940 Ibs Simpson or Equal E - Not Used - - F - Girder Connector VGT (1) 5/8"0' Anchor Embed. & (16) 1/4"x3" SOS Screws 3,600 Ibs 4,940 Ibs Simpson or Equal Hanger - Concealed HUC28-2 (14) 16d's & (6)10d's 1,800 Ibs 1,135 Ibs Simpson or Equal Hanger - Concealed at CMU HUC28-2 (14) 1/4"x2 3/4" Titens & (6) 10d's 850 Ibs 1,135 Ibs Simpson or Equal Hanger - Standard HUS210-2 (10) 16d's & (6) 10d x 1.5" 2,000lbs 3.295 Ibs Simpson or Equal Hanger -Standard U41OR (14) 16d's & (6) 16d's 1,115 Ibs 1,115 Ibs Simpson or Equal Beam Schedule Mark Beam Beam Size I Reinforcement Comment BM-1 Concrete Beam 8"x16" (2) #5 Bars Top & Bott. w/#3 Hoops at 10" O.C. Max. For All New Openings BM-2 Concrete Beam 30"x13" I See Detail BM-3 Concrete Beam 8"x16" (2) #6 Bars Top & Bott. w/#3 Hoops at 10" O.C. Max. Beam Raises to follow Ceiling Line FRAMING PLAN PROVIDED BY EAST COAST TRUSS, JOB NO: 138150, DATED JULY 29, 2019 I I I I 2x6 SYP CEILING FRAMING IN THIS SECTION TO FRAME DOWN FOR VAULT, ATTACH TO EXIST. TRUSSES W/ 2x4 VERT. AT 36" O.C. MAX. - Pr000sed I REVIEWED FOR CODE COMPLIANCE �. LUCIE COUNTY BOCC Project Number: 19A008 o a U) 0 a co 0 c C I •N ai w c in a U � UU U O a n N a y d z •- v w H H O N N O L IY LU O O- co m w mLU p Ln Z LU H w Ln F- Cr Ln Ln 0 Cr COL 3:12-17 F J Z m LLI Q W F O U W lD v N Q Z rn 0 LLto() L7 rNr) oc� U 0 xt LLI Q m W a >uj < LjZ U E cc n L z ^ H a = U r of LU > z � cra ,%}t��3�Ni��i O N cw u I � t"I h Ki W 0.,2y e� > a ,, �(tr �� o, W Z W 0 Cn W a Ln W J } J Z [J ❑ It Q LLI W W LY J C] Q Ln J LY LLI Q F- ;7 Z y W .> 0 � W ry W O m r H Z 0 O U w U J U0 Foundation and Framing Plans S2.1 5 OF 8 P.E. TRUSSES AT 24" O.C. MAX. SEE TYPICAL WALL SECTION FOR TYPE OF INSULATION 1/2" GYPSUM TYP., 5/$" TYPE X AT GARAGE CEILINGS UNDER HABITABLE SPACES (2) 2x4 TOP PLATE, 36" SPLICE MIN. 2x SP HEADER W/ PLYWD FLITCH OVER OPENINGS AS OCCURS: (2) 2x4 UNDER 4' WIDE (2) 2x6 UNDER 6' WIDE (2) 2x8 UNDER 8' WIDE 2x4 SPF STUDS AT 16" O.C. MAX. W/ (2) 16d's TOENAILED AT TOP AND BOTTOM 1/2' GYPSUM AT EACH SIDE PER FBC-R 702.3, TYP. PT 2x4 PLATE W/ 1/4' x 3" TAPCONS AT 12" O.C. MAX. 4" THICK 3000 PSI CONC, SLAB W/ 6x6- W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH y =a 6 MIL VISQUEEN VAPOR BARRIER OVER TERMITE -TREATED, WELL -COMPACTED FILL Interior Wall Section -Non Load Beari 4' 3/4" = 1'-0" CONCRETE TILE ROOF OVER PEEL'N STICK 5/8" PLYWOOD UNDERLAYMENT OVER SHEATHING PER ROOF FASTENING SCHEDULE 12 P.E. TRUSSES AT 24" O.C. MAX. W/ 9 TYP, SLOPE CONNECTORS PER ROOF PLAN AND C L ° 3x8 CEDAR RAFTER TAIL W/ (6) 1/2" THRU O o BOLTS TO TRUSS, HOLD RAFTER DOWN 3/4" TO ALLOW T&G TO MATCH PLYWOOD O 12 2x6 T&G W/(2) 10d's AT EACH RAFTER 6 CEILING _ 1"x6" T&G SOFFIT W/ #8x2" WOOD SCREWS (BLIND) AT EA. TRUSS 2' - 0" (2) COURSE BOND BEAM W/ #5 BAR HORIZ. CONT. IN EACH COURSE, OR 8"x16" REINF. CONC. BEAM PER FRAMING PLAN / SCHEDULE #5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP 8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" O.C. MAX. FOLLOW NOTES FOR HORIZ. REINF, 1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC COATING #5 DOWELS W/ 90 DEGREE ACI HOOK Z W ' J CLEAN -OUT AT EACH FILLED CELL FOR N INSPECTION, EITHER SIDE OF WALL io c SLOPE GRADE AWAY FROM FOUNDATION,N COMPACT 24" OUTSIDE OF BLDG MIN. SET 4" THICK 3.000 PSI CONC. SLAB W/ 6x6- HEIGHT OF FOOTER TO ENSURE 6" OF GRADE , W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH MIN. COVER TOP OF FOOTER —III—III_' —III—III—=10MILVISQUEENVAPOR TREATED, TERMITE- REWELL-COMPACTED — 74. FILL a REINFORCED CONC. FOOTER PER PLAN/SCHEDULE 0'-3" COV. Masonry Wall Section 3/4" = V-0" TOP REINF. PER SEE ARCH. DETAILS SCHEDULE—W— FOR CHAMFER W PERIMETER HOOPS PER ` INT. HOOPS PER �• -;. = SCHEDULE �: SCHEDULE, IF NEEDED _ pC d • w PERIMETER HOOPS PER MIDDLE / INTERIM. REINF. U w SCHEDULE PER SCHEDULE O_ VERT. REINF. PER a y SCHEDULE U w F BOTTOM REINF. PER CI SCHEDULE Conc. Beam Detail Conc. Col. Detail 2x4 NAILERS AT PERIMETER 2x4 BLOCKING PER FRAMING PLAN W/ (2) 12d's EACH TRUSS 1/4'x6" T&G SOFFIT W/ #8x2" WOOD SCREWS (BLIND) AT EA. TRUSS TYP. 1/4" EXP. JOINT AT CEILING, TYP. — . . k 12 T&G Celing Detail Right 54.1 3/4" = V-0" a a. SEE TYP. WALL SECTION FOR INTERIOR FINISHES, TRIM PER OWNER LINTEL PER PLAN/SCHEDULE b b. COAT MASONRY WITH LIQUID E WATERPROOFING, THEN ADD 3 LINES OF SEALANT AT MASONRY, THEN INSTALL 2x PT BUCK J C. SEALANT AT FLANGE TO BUCK e d. 1/4' MAX. NON -DEGRADABLE SHIM W/ BACKER ROD AT PERIMETER, TRIM SHIMS 8 1/4' FROM FACE e. 1/4"0 x 3" TAPCONS AT 10" O.C. MAX. THEN INSTALL LIQUID WATERPROOFING OVER d FACE OF BUCK c f. FLASHING TAPE AT TOP FIN AND EXTEND 4" AT EACH CORNER, COVER SCREW HEADS h 8. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP e AT WINDOW, THEN SEAL a . h. SLOPE TO DRAIN, LEAVE 1/4" GAP AT WINDOW, THEN SEAL c L PRECAST OR POURED IN PLACE SILL J' SEALANT AT BUCK TO MASONRY i b NOTES: 1. DO NOT INSTALL ANCHORS IN WINDOW SILL UNLESS NOTED BY PRODUCT APPROVAL. 2. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES. 3. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. 1 Window Detail at CMU2 1111911 U4 LINTEL PER PLAN/SCHEDL B a. SEE TYP. WALL SECTION FOR INTERIOR FINISHES, TRIM PER OWNER b. COAT MASONRY WITH LIQUID WATERPROOFING, THEN ADD 3 LINES OF SEALANT AT MASONRY, THEN INSTALL PT BUCK C. SEALANT AT DOOR TO MASONRY d. 1/4' MAX. NON -DEGRADABLE SHIM W/ BACKER ROD AT PERIMETER, TRIM SHIMS 1/4" FROM FACE e. 1/4"0 x 3" TAPCONS AT 10" O.C. MAX. THEN INSTALL LIQUID WATERPROOFING OVER FACE OF BUCK f. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP AT WINDOW, THEN SEAL 9- 3 HEAVY CONT. LINES OF SEALANT AT THRESHOLD TO CONC., THEN 1/4'0 x 3" TAPCONS AT 10" O.C. MAX. (SEE NOTE #1) OPTIONAL 1" RECESSED SILL AT OUTSWING/SLIDING DOORS NOTES: 1. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL. 2. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL 3. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. Door Detail at CMU EXIST. BOND BEAM CONTRACTOR SHALL USE EITHER PRECAST 8F-1T/OB 9 OR CAST -IN -PLACE 8"x8" CONC. BEAM W/ 1#5 BAR " CONT. AS HEADER FOR OPENING, IF BOND BEAM IS LOCATED ABOVE PROPOSED TOP OF WINDOW, CONTRATOR MAY USE THAT IN LIEU Of NEW HEADER CONTRACTOR MAY DEMO, REBUILD ALL CMU ABOVE OPENING IF PREFERRED FOR EASE OF CONSTRUCTION A - 0'-5" BRG. MIN. �— #5 VERT. BAR D&E W/ 6" EMBED. , + e • _- 0D Lu (V () J a. WALL DESIGN PRESSURE U) ALLOWABLE, IN LBS PER SQUARE FOOT ZONE 4 AND 5 = -46 PSF EXIST. 8"x8"x16 MASONRY IN RUNNING BOND — 3000 PSI GROUT, FULLY CONSOLIDATED — #5 VERT. BAR D&E W/ 6" EMBED. KNOCK OUT FACE FOR ACCESS EXIST. CONC.BOND BEAM BELOW 3/4" = 1'-0" \ 4050/ WINDOW OPENING F- ac w r Z z WALL DESIGN PRESSURE ALLOWABLE, IN LBS PER SQUARE FOOT ZONE 4 AND 5 = -42 PSF EXIST. CONC. BOND BEAM a EXIST. 8"x8"x16 MASONRY IN RUNNING BOND EXIST. CONC. FOOTER 0 a 6080 DOOR OPENING SAWCUT AND REMOVE EXISTING LINTEL AND CMU AND KEEP 8x16" CONC. BOND BEAM IN PLACE, NOTIFY ENGINEER IF HORI7- REINF- r)r ROND RFAM IS FXPOSFD EXIST. CONC. BOND BEAM EXIST. 8"x8"x16 MASONRY IN RUNNING BOND EXIST. GROUT AT JAMBS EXIST. #5 VERT. BAR, VERIFY OR NOTIFY ENGINEER OF RECORD EXIST. CONC. FOOTER EXIST. 16" DEEP CMU BOND BEAM W/(2) #5 BARS CONT. — EXIST. CMU JAMBS POURED SOLID WALL DESIGN PRESSURE ALLOWABLE, IN LBS PER SQUARE FOOT ZONE 4 AND 5 = -46 PSF 8"x8" 3,000 PSI CONC. SILL, FULLY CONSOLIDATED W/#5 BAR HORIZ., FORM LIP AT EDGE AND SLOPE TO EXT. (SILLS AT REAR ELEV. WILL BEAR ON EXIST. BOND BEAM) — 12" #5 BAR D&E W/ 6" EMBED. 00 0 CONTRACTOR SHALL REMOVE SILL AND DEMO CMU AS NEEDED FOR INSTALL OF NEW SILL EXIST.8"x8"xl6 MASONRY IN RUNNING BOND — EXIST. CONC. FOOTER OR BOND BEAM CMU Lower Window Sill Detail 3/4" = 1'-0" EXIST. 16" DEEP CMU BOND BEAM W/(2) #5 BARS CONT. CONTRACTOR SHALL REMOVE AND DEMO ARCHED SECTIONS AS NEEDED FOR INSTALL OF NEW WINDOW — EXIST. CMU JAMBS POURED SOLID — WALL DESIGN PRESSURE ALLOWABLE, IN LBS PER SQUARE FOOT ZONE 4 AND 5 = -46 PSF EXIST. 8"x8"x16 MASONRY IN RUNNING BOND 3/4" = V-0" WINDOW OPENING ----------------- '4 a REVIZ'_'WE FOR CODE COMPLIANC ST. LUCIE COUNT) Project Number: 19AO08 o P NO \ 0 P N o 0 c 0 a) u a a) e)E c a O L U U nL N p a h m f. 0 Z N V � w Imo— IN— � V7 N � 0 Ln Ln LU O a- } 2 ui Q ca m C] W o z W W N a Of W N N O 1 COOL 3:12-17 Ln 1 f 1 d- �i J Z 0) LLJ O O U I =F-- W V) m J I v W �; N ry) Q i , ''nn Z p1 C1 LL m C7 YJ N m rx, �J U U O �o Z 2t W Q LL �' Q W cn N LL QU -` W ix LI O d_ w U C) > F- Lr) tLr) I 0 N y Z M N a - °w ♦- ti Feu o � e o e t ee O ch V m a c � z 7 W Z ry p U U ° c Ll Z W J V a W W J IY [> o > _ W W Q J IJ] IY IJJ v o CO Q Z _o ° W Z W J p — '' a ° J !r7 u1 W u c © LL ° 0 'n W U N o a a a Wall Sections and Details S4o 1 a r, N m c" 7 OF S co co