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HomeMy WebLinkAboutApproved PlansI I ERMLQ4MM) ABV. ABOVE H.C. HOLLOW CORE R.O. ROUGH OPENING ACOUS. ACOUSTICAL HDWD. HARDWOOD RWD. REDWOOD ADJ. ADJUSTABLE HDWE. HARDWARE R.W.L. RAIN WATER LEADER AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE APPROX. APPROXIMATE HORIZ- HORIZONTAL SCHED. SCHEDULE BD. BOARD I.D. INSIDE DIAMETER SHT. SHEET BLDG. BUILDING INCAND. INCANDESCENT SIW SIMILAR BLK. BLOCK INSUL. INSULATION SQ. SQUARE BOT. BOTTOM INT. INTERIOR SST. STAINLESS STEEL. CAB. CABINET JT. JOINT STD. STANDARD CER. CERAMIC LAM. LAMINATE STL. STEEL C.I. CAST IRON LAV. LAVATORY STOR. STORAGE CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED CONC. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL - CONN. CONNECTION MET. METAL T.C. TOP OF CURB CONT. CONTINUOUS MFR. MANUFACTURER TEL. TELEPHONE CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOM DECOR. DECORATIVE MISC. MISCELLANEOUS THK. THICK DET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY D.F. DIA. DOUGLAS FIR MTD. MOUNTED T.O.FR. TOP OF FRAMING DIM. DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER DN. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE D.S. DOWN NO. NUMBER T.O.PL. TOP OF PLATE DWG. DOWN SPOUT N.T.S. NOT TO SCALE TYP. TYPICAL EA. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE EL. EACH OBS. OBSCURE VERT. NOTED VERTICAL ELEV. ELEVATION O.C. ON CENTER VEST. VESTIBULE ELEC. ELEVATOR O.D. OUTSIDE DIAMETER V.G.D.F. VERTICAL GRAIN EQ. ELECTRICAL OFF. OFFICE W/ WITH EXH. EQUAL OPNG. OPENING W/0 WITHOUT EXP. EXHAUST OPP. OPPOSITE W.C. WATER CLOSET EXT. EXPANSION PL. PLATE WD. WOOD EXIST. EXTERIOR PLAS. PLASTER WDW. WINDOW F.F. EXISTING PLYWD. PLYWOOD W.H. WATER HEATER FLASH. FINISH FLOOR PR. PAIR WSCT. WAINSCOT FLUOR. FLASHING PRCST. PRECAST WT. WEIGHT FT- FLUORESCENT P.T.D.F. PRESSURE SYMB. SYMBOLS FTG. FOOT/FEET PTN. TREATED & AND GA. FOOTING Q.T. PARTITION ANGLE GALV. GAUGE RAD. QUARRY TILE @ AT GL. GALVANIZED REINF. RADIUS ¢ CENTER LINE GR. GLASS REQ. REINFORCE 0 DIAMETER OR ROUND GYP. GRADE RM. REQUIRED # POUND OR NUMBER H.B. GYPSUM ROOM HOSE BIBB .. 1 1 0 /- m (D P I I Z% DRAWING NOT TO SCALE DESIGN PAF�QMETERS BUILDING CLASSIFICATION: FBC 2014 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 503, TYPE V-B LIMITED TO 3-STORIES AND UNLIMITED S.F. PER FLOOR WIND LOADS AS PER FLORIDA BUILDING CODE, 2014 EDITION SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL DESIGN PARAMETERS. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-11. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD 13th EDITION. BUILDING CODE REQUIREMENTS AND SPECS FOR MASONRY STRUCTURES (ACI 530-11IASCE 5-11/TMS 402-11). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS-2012). n[EVDIEHURIL (W)WE um1p0)mmLAuDOH ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH THE SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2014 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. RESIDENTIAL POOL SAFETYACT - CHAPTER 45 OF THE 2014 FBC-RESIDENTIAL 1. MUST MEET THE REQUIREMENTS AS OUTLINED IN SECTION R4501.17 - RESIDENTIAL SWIMMING BARRIER REQUIREMENT. 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET REQUIREMENT #1 (EXIT ALARMS) OR #2 (SELF -CLOSING, SELF LATCHING DEVICES) OF SECTION R4501.17.1.9. 3. ALL DEVICES OUTLINED IN SECTION R4501.17.1.9 SHALL BE MOUNTED AT 54" MIN. ABOVE THE THRESHOLD WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE REQUIREMENTS SET FORTH IN CHAPTER 45 OF THE 20f4 FBC-RESIDENTIAL. I (�NDMURM(M0Gv] MD (7�_KEHIEML Joni uHa ARCHITECT'S STATUS: A. THE ARCHITECT SHALL NOT BE RESPONSIBLE F OR AN WILL NOT HAVE CONTROL OR D CHARGE OF CONSTRUCTION N MEANS METHODS TECHNIQUES SEQUENCES OR 0 PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE OR SHENOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE WILL O BE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. CODES: A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION TI N OF THE PROJECT INCLUDING ALL APPLICABLE STATE CITY AND COUNTY BUILDING ZONING ELECTRICAL,PLUMBING, SAFETY AND FIRE CODES. CONTRACTOR PLU 8 NG LIFE SHALL VERIFYA DE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE ALL CO R Q CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08 EDITION). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC ASD/13TH EDITION, BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-08/ASCE 5-081TMS 402-08). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION ANSI/NFOPA NDS-2005 . B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE, CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROMSIONS OF THIS CODE. PERMITS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS JOB CONDITIONS: A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO NOT SCALE DRAWINGS. C. IF WORK IS BEING PREFORMED IN AN EXISTING BUILDING AND / OR N DTI AS A ADDITION ON OR ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. WORK NECESSARY TO COMPLETE CONSTRUCTION: A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) CLEAN UP / REPAIR: A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF CONSTRUCTION AND SHALL FINISH L PA TCHWORKS ATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. CLIMATE & GEOGRAPHIC DESIGN CRITERIA: A. PER 2014 FBC-RESIDENTIAL, TABLE R301.2(1),'SUBJECT TO DAMAGE FROM WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS VERY HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. EARTH WORK: -A PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPORTS, B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL BEARING CAPACITY OF 2500 PSF . FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. D. SOIL SHALL BE COMPACTED TO95%MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TESTIS) AND FIELD DENSITY TESTS SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM 02487-69 (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. F. TERMITE DAMAGE IS CLASSIFIED AS "VERY HEAVY" PER 2014 FBC-RESIDENTIAL TABLE R301. 1 APROTECTIONALL BE IN ACCORDANCE WITH 2O14 FBC-BUILDING SECTION 2O AND SHALL , 1816 & 2014 FBC-RESIDENTIAL, SECTION 301.2 & R318. CONCRETE: A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND REQUIREMENTS OF ACI. 318-11, B. PORTLAND CEMENT: ASTM C-150 TYPES I OR II. LOW ALKALI, SILL TESTED AND CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.2 PERCENT. C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC OR OTHER DELETERIOUS MATERIALS. D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE. E. SAND: ASTM C-33 FOR SLABS ON GRADE. F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S, OR AS AMENDED BY THE FINAL SOILS REPORT. G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500. PSI FOR FOOTINGS & SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 DAYS. ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-11) THE ACI DETAILING MANUAL (ACI 3151LATEST EDITION), AND THE SPECS. FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION), CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI E SPECIFICATIONS. D FABRIC SHALL COMPLY WITH ASTM A-185 UNLESS O S WELDED WIRE SS OTHERWISE SPECIFIED. FABRIC 2" CLEAR FROM TOP OF SLAB IN SLAB S FLED. PLACE F O THE BON GRADE LAP ALL WWF A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. REINFORCING STEEL: A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING .REINFORCED CONCRETE STRUCTURES" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. • SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Y2") • BEAMS AND COLUMNS 1 1/2 " `FORMED CONCRETE BELOW GRADE 2" • UNFORMED BELOW GRADE 3" • FOOTING YCLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP • WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR. INSIDE • SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 Y2" CLEAR AT TOP (EXTERIOR) • BEAMS 1 1/2" CLEAR TO STIRRUPS • COLUMNS 1 1/2" CLEAR TO TIES C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. D. GENERAL BEAM NOTES: 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2 BARS IN PAIRS OVER SUPPORT W/ TOP BUNDLE ALL STIR. BEAM TOP BA BARS FROM ADJ BEAMS. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED IS" MAX.) TO FIT BLOCK WORK AND WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. TRUSSES: ROUGH CARPENTRY: TIMBER A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN. APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE `FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME DIRECTION OF TRUSSES, MAJOR G.T. ( B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS MASONRY O ON NR R CONCRETE. CONCRETE AND MASONRY. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; POURING OF FOUNDATION. D. ALL SUB -SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4"S. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA, TRUSS OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. C. DESIGN FABRICATION, AND INSTALLATION D S ALLATION OF WOOD TRUSSES AN SHEET AL H ET MET F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SH ALL HALL BE PRESSURE CONNECTIONS ARE TO B I C. ALL TIMBER CONNEC E MADE USING PREFABRICATED CONNECTORS. CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85); DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH TRUSSES FLOOR PCT 0; BRACING WOOD TRUSSES: COMMENTARY 8 G SS CO TA AND ( )( ), AND A P A T TRIM CAREFULLY APPLY SO S 0 FORM A WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. RECOMMENDATIONS (BW! 76); HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS AND RECOMMENDATIONS (HIB-91). ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS THE PASSAGE OF WATER BEHIND THE FRAME, USE TREMCO 250 FLUID APPLIED WATER OF AMERICAN PLYWOOD ASSOCIATION. CONCRETE UNIT MASONRY: PROOFING. SEE WINDOW & DOOR DETAILS. - F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. FBC R4407.5 STRUCTURAL H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-11IASCE 5-11/TMS 402-11, BUILDING CODE HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE WINDOW AND DOOR OPENINGS. REQUIREMENTS FOR MASONRY STRUCTURES, G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) 1. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN DOORS AND WINDOWS: IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 30" AROUND PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF A. SOLID WOOD DOOR, MIN. 1-3/8" THICK, EQUIPPED w/ SELF -CLOSING DEVICE REQUIRED PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED 8Y BETWEEN GARAGE & MAIN HOUSE, PER 2014 FBC-RESIDENTIAL, SECTION R302.5.1. REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. B. SAFETY GLAZING: (TEMPERED GLASS) DOOR SIDE -CITES WITHIN 12" OF DOOR GLASS TUB AND SHOWER ENCLOSURES WINDOW AND MIRRORS AT TUB AND SHOWERS WITH C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1000 S/F. IN SILLS LESS THAN 60" A.F.F. FRENCH DOORS. VERTICAL TO ALIGN WITH BLOCK CORE. ATTICS FOR AREAS OVER 9000 SIF C. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL L. FIRE -BLOCKING' INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, TOOLS. THEY SHALL PROVIDE A NET CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AFTER CLEANING AND INSPECTION. � S .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, AND 5.7 SQUARE FEET MINIMUM AREA, GRADE FLOOR OPENINGS 5.0 SQUARE FEET. THE COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" ABOVE FLOOR AND LATCH AT 54" E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH CHIMNEYS, FLOOR JOISTS OR TRUSSES. ABOVE FLOOR (MAX). PER 2014 FBC-RESIDENTIAL, SECTION R310. OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED SHOP DRAWINGS: D. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FL ENERGY FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE CODE. 60. A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS ALL E. ALL NEW SINGLE-FAMILYHOUSES DUPLEXES TRI-PLEXES, CONDOMINIUMS AND F. ALL MORTAR I SHALL BE TYPES N ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A STRENGTH IS REQUIRED FOR THIS PROJECT. DOOR THAT HAS A MIN. 29" CLEAR OPENING, PER 2014 FBC-RESIDENTIAL, SECTION R320.1.1. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM THERMAL MOISTURE PROTECTION: SPECIFICATION C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS, TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FLORIDA MODEL SECTION AND DETAILS ENERGY CODE, SECTION 9. MINIMUM OF R-19 BLANKET INSULATION AT ROOFS AND R-11 AT H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT FRAME WALLS, R-4.2 ON MASONRY, UNLESS NOTED OTHERWISE. PROVIDE THERMAL EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE INSULATION AT ALL EXTERIOR STUD WALLS, EXTENDED FULL HEIGHT OF WALLS, FITTED TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. TIGHTLY BETWEEN STUDS. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED 1. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A AGAINST FLORIDA MODEL ENERGY CODE AS SUBMITTED. QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST AND 2ND 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLOOR TIE -BEAM. "SPECIFICATION PLUMBING FIXTURES: B. FINISH ROOF MATERIAL: SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S LATEST NOA PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION. DOCUMENTATION AND THE 2014 FBC-BUILDING. AT THE COMPLETION OF THE WORK, THE A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE STRUCTURAL STEEL; COVERING WORKMANSHIP, MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LATEST EDITION, UNLESS MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS, n n f 7 /, ('I VIVJ�LVIIL/rL1�\ IREI B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A•500 GRADE B MASONRY WALL WALL ABV OR BELOW (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND 0 GROUT FILLED CELL IN ® POTSHELF HEIGHT AS FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO MASONRY WALL NOTED PERFORM THE TYPE OF WORK REQUIRED. AL T Q L STEEL WELDING RODS SHALL BE E70XX POURED CONCRETE COL. POURED CONCRETE COL. ELECTRODES. ® IN MASONRY WALL IN MASONRY WALL NON -BEARING FRAME NON -BEARING FRAME WALL WALL FRAME BEARING WALL NON -BEARING INSULATED WALL 0 CONTRACTOR F 0 RECORD v3-03�8 n '8TR btJC'tt ". t. ' it EU11,DL1C Dtth,10N REVtEwf n - ' Full C0 • �\ �ESE PLANE AND ALL �t)�WE�Ii� ARtl SUBJECT TO DATE t GLANS ASD JIT VtLtT BE KEPT O%10n' REOUIRED BY FIELD INS MAY BE NECESSARY IN -ORNO II1frcCTlpx \1'yU, BE DIAT)�r , . COMPLY WITH ALL APPL � RO �C E W LL O LL OS Q TI OR R T E D W NS T T ARCHITECTURAL =: I ? T? ^ 7 CS COVER SHEET SP SITE PLAN A101 FLOOR PLAN A201 ROOF PLAN A301 FRONT 4 RIGHT ELEVATIONS A302 REAR & LEFT ELEVATIONS A303 BUILDING SECTION A -A & WINDOW/ DOOR SCHEDULES A401 REFLEC-ED CEILING PLAN A501 TYPICALINALL SECTIONS A601 WINDOW& DOOR DETAILS A701 TYPICALDETAILS, PLUMBING RISER & NOTES E101 ELECTRI;AL PLAN, RISER, & SCHEDULES STRUCTURAL S1 FOUNDA-ION 1st FLOORFRAMINGLANI &DETAIL S S2 ROOF FIAMIN GPLAN&DETAILS S3 STRUCTJRAL DETAILS S4 STRUCTJRAL NOTES & DETAILS PROJECT TEAM ARCHITECT RANDALL STOFT AR CHITECTS 42 NORTH SWTON AVE,, SUITE 1 DELRAY BEAU FLORIDA 33444 TEL: 561.243.99, FAX: 561.243.0299 CONTACT: DCDURANTE EMAIL: DON@tOFFT.COM STRUCTURAL ENGINEER: R® JECT CLASSIC STRUCTURAL ENGINEE RING P 7318 TEXAS TRAIL BOOA RATON, FLORIDA 33487 TEL. 954.667.7803, FAX: 561.665.5438 CONTACT: FARIDABUGATTAS, P.E. EMAIL: FARID@PROJECTCLASSIC.COM ti IREMONS BY DATE TOO PERMIT SETS ISSUED DWD 03.14.17 MIT r' 1 M 0 may} Nw" P 0 pry�t r MAR 14 2017 FL-00W05 Ff M AA00337Q ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED C OR REPRESENTED BY THIS DRAWINGARE OWNED By. &THE Im PROPERTY OF THIS OFFICE& WERE CREATED EVOLVED,& DEVELOPED FOR USE ON, & IN CONNECTION ME THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM. OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN +� PERMISSION OF RANDALL E STOFFT, ARCHITECTS, P A. M' WRITTEN DIM ENSIGNS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SMALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDRIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHIS OFFICE FOR APPROVAL BEFORE PROCEEDING N FABRICATION ON ITEMS $O NOTED. 02017. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. i� r~� I��lj�✓ �.eo�` c, �v f.� MINIMUM FLOOR ELEVATION 6.50 FEET (NGVD) = 5.01 FEET (NAVD) MINIMUM CROWN OF ROAD ELEVATION 5.00 FEET (NGVD) = 3.51 FEET (NAVD) FLOOD ELEVATION THE OVERALL SUBJECT PROPERTY LIES WITHIN THE FOLLOWING FLOOD HAZARD ZONES PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12111C0093J, DATED: FEBRUARY 16, 2012: ZONE AE - BASE FLOOD ELEVATION = 4 FEET (NAVD) ZONE X - N/A Curve Table CURVE ARC RADIUS DELTA CH. BEARING CH. LENGTH C2 20.33' 45.00' 25052'50" S09034'14"E 20.15' ZONING DEVELOPMENT REGULATIONS (PER ST. LUCIE COUNTY LDC SECTION 7.04.00, TABLE 7-10) ZONING RS-4 REQUIRED PROPOSED LOT SIZE 8,000 S.F.-10,000 S.F. +/-13,383 S.F. LOT COVERAGE (SEE CALCULATIONS, THIS SHEET)( (MAX)30% = 4,015 S.F. ) 2U.17 /o = 2,699 S.F. ROADWAY FRONTAGE 30'-0- (MIN) 59'-0" FRONT SETBACK 26-17 (MIN) VARIES (25'-6" MIN.) REAR SETBACK 15'-0' (MIN) VARIES (21'4" MIN.) SIDE SETBACK 7--0' (MIN) 8'-0' LEFT/ 8'-0" RIGHT STRUCTURE HEIGHT 35'-0' (MAX) +/_15'4" 1. BUILDIIVG HEIGHT IS THE VERTICAL DISTANCE BETWEEN MINIMUM FINISHED GRADE AND THE HIGHEST FINISHED MAIN ROOF STRUCTURE AND THE AVERAGE DISTANCE BETWEEN THE EAVES AND THE RIDGE OF SLOPED ROOF WITH A PITCH GREATER THAN A 4:12 RATIO. AREA CALCULATION FOR LOT COVERAGE FOOTPRINT 2699 SF 2699 SF SITE PLAN EXISTING IIIAMI CURB r r O LU `o r a MNBIONS BY DATE PER MIT SETS ISSUED DWD 03.74.77 /�� /1\ BLOG. OEPT. REV11 DWD 04.07.17 s rr� O W •$-I U 4 U U �••� O n � � +J U �I En No. APR 0 7 2017 FL-0011105 FT M-AA003379 i w C1 ALL IDEAS, DESIGNS, ARRANGEMENTS,& PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY,&THE PROPERTY OF THIS OFFICE .& WERE CREATED, EVOLVED.& r, DEVELOPED FOR USE ON ,& IN CONNECTION WITH THE a SPECIFIED PROJECT. NONE OF SUC H IDEAS. DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON. FIRM. OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANUALL E. STOFFT, ARCHITECTS, PA WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND 0 CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DETAILG OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON O ITEMS SO NOTED. C 2017 ALL RIGHTS RESERVED RANDALL STOFFTARCHTECTS P.A. A -A A303 1 A302 SEE SHEET A303 FOR WINDOW & DOOR SCHEDULES FLOOR PLAN 2 A301 1 st FLOOR PLAN 100 SERIES KEY NOTE LEGEND 101 BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZE CLOTHES DRYER, 102 BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZE CLOTHES WASHER. 103 CHROME FRAME & TEMPERED GLASS SHOWER ENCLOSURE & DOOR SYSTEM. 104 NOT USED. 105 16" DEEP x 18" HIGH SHOWER SEAT. 106 BUILDER SUPPLIED & INSTALLED 36"x66" ROMAN STYLE TUB SET IN TUB DECK VERIFY UNDERMOUNT OR DECK MOUNT TUB & LOCATION OF TUB CONTROLS. 107 22" x 54" ATTIC ACCESS HATCH WITH PULL DOWN STAIRS IN GARAGE ONLY. SEE DETAIL ON DETAIL SHEET. 108 22" x 36" ATTIC ACCESS HATCH. SEE DETAIL ON DETAIL SHEET. 109 AIR HANDLING UNIT #1 IN ATTIC HUNG FROM ROOF TRUSSES. SEE MECHANICAL PLANS A.C. COMPRESSOR #1 ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD. VERIFY SIZE 110 OF PAD w/ A.C. COMPRESSOR SPECH'ICATION.SEE STRUCTURAL DWG'S FOR CONCRETE PAD DETAILS. 1 I1 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL 36" REFRIGERATOR/ FREEZER COMBO. SEE KITCHEN NOTE BELOW. 112 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL SLIDE IN ELECTRIC RANGE w/ VENTILATOR HOOD ABOVE. VENT PIPE THROUGH ROOF. SEE KITCHEN NOTE BELOW. 113 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL, UNDER MOUNT, SINGLE BOWL SINK w/ GARBAGE DISPOSAL. SEE KITCHEN NOTE BELOW. 114 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL DISHWASHER SEE KITCHEN NOTE BELOW. 115 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL MICROWAVE ABOVE RANGE. SEE KITCBENNOTE BELOW. 116 NOT USED, 117 BUILDER SUPPLIED & INSTALLED 50 GALLON ELECTRIC HOT WATER HEATER w/ BEAT PUMP. 118 BUILDER SUPPLIED & INSTALLED VENTILATED, VINYL COATED, CLOSET SHELVING. 119 NOT USED. 120 NOT USED. 121 BUILDER SUPPLIED & INSTALLED SAND SET PAVERS. 122 36" HIGH PREP COUNTERTOP w/ CABINETS ABOVE & BELOW. SEE KITCHEN NOTE BELOW. 123 36" HIGH (FINISHED) PREP COUNTERTOP w/ CABINETS BELOW. SEE KITCHEN NOTE BELOW. 124 42" HIGH (FINISHED) COUNTERTOP w/ KNEESPACE. PROVIDE 2x6 WOOD STUD KNEEWALL SUPPORT BELOW. SEE KITCHEN NOTE BELOW. 125 36" HIGH (FINISHED) BATHROOM VANITY W/ CABINET BELOW. 126 NOT USED. 127 HOSE BID. 128 LATTICE PANEL ABOVE. SEE ELEVATIONS. 129 BUILDER SUPPLIED & INSTALLED VANITY MIRROR, FULL VANITY WIDTH, MIN. 42" HIGH ABOVE VANITY TOP. 130 42"HIGH KNEEWALL, 131 VINYL FAUX FAUX SHUTTERS. SHUTTERS TO BE 1/2 THE WINDOW WIDTH, UNLESS NOTED OTHERWISE. SEE ELEVATIONS & BUILDING SECTION. 132 +1- 1-1/4" STUCCO COLUMN BOW OUT. SEE ELEVATIONS. 133 MIN. R-11 BATT. INSULATION IN CAVITIES BETWEEN STUDS BETWEEN AIR CONDITIONED & NON -AIR CONDITIONED SPACE. 134 PROVIDE FLUID APPLIED SPRAY FOAM INSULATION IN GARAGE ATTIC AREA. SEE TYPICAL WALL SECTIONS ON SHEET A501. NOTES: 1. VERIFY ALL KITCHEN APPLIANCE SPECIFICATIONS & LOCATIONS, AS WELL AS CABINETRY w/ KITCHEN CABINET SUPPLIER. GARAGE NOTES: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE, 2. THE GARAGE SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE THE GARAGE BY NOT LESS THAN 5/8" TYPE'X' GYP. BOARD APPLIED TO THE GARAGE SIDE. 3. DUCT WORK WHICH PENETRATES THE WALLS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE CONSTRUCTED OF A MIN. OF NO.26 GAUGE SHEET METAL OR OTHER APPROVED MATERIAL. ALL OTHER PENETRATIONS TO BE PROTECTED AROUND THE OPENING BY AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 4. INTERIOR SIDE OF GARAGE EXTERIOR CMU WALLS TO BE SKIM COAT STUCCO. ALL OTHER WALLS TO BE PAINTED GYP. BOARD AS NOTED ABOVE. 5. PROVIDE MIN. R-11 BATT INSULATION IN STUD WALL CAVITY FOR WALLS SEPARATING GARAGE FROM INTERIOR AIR CONDITIONED SPACE. 6. GARAGE TO BE EITHER MECHANICALLY VENTILATED OR VENTILATED w/ THE USE OF OPENINGS IN THE CMU w/ RODENT SCREENS. SEE VENTILATION CALCULATIONS THIS SHEET. ;ONDITIONED CULATION 1976 SF 1976 SF TOTAL NON -AIR CONDITIONED + AIR CONDITIONED AREA CALCULATION 2-CAR GARAGE 483 SF A/C - 1ST FLOOR 1976 SF COVERED ENTRY 44 SF COVERED OUTDOOR 193 SF ENTERTAINING TOTAL AREA 2696 SF GARAGE VENTILATION CALCULATIONS PER 2014 FBC-MECHANICAL VENTILATION PER SECTION 403, TABLE 403.3: 1— `W i "M .Tr OCCUPANCY: GARAGE (483 S.F.) CFM/ CAR: 100 CFM # OF CARS: 2 CFM REQUIRED: 2 x 100 = 200 CFM WIND @ 3 MPH = 264 FT/MIN 200 CFM/ 264 FT/MIN = 0.76 S.F. VENTILATION REQ'D 0.76 S.F. x 144 SQ. IN. = 109.44 SQ. IN. VENTILATION REQ'D (2), 8"x16" VENT BLOCK REQUIRED. ri REVISIONS BY DATE PERMIT SETS ISSUED DWD 03.14.17 rr� V O W _1O I—I1 CZ V V J O Fir) ;14 1 Q sW# rn »yid . ep�®yy Ld MOW '4�xuaaPl .fob No.1306083 MAR 1 4 2017 EL-CiGP °0` M:- 001379 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, B THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E, STOFFT, ARCHITECTS, PA. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. C 2017. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. F�♦♦♦♦♦♦ I M Lam.+ WOOD ROC TRUSSES SPACE @ 24" O.C. MA (SEE STRUCTURAL DWG A -A A303 A302 1 A301 ROOF PLAN A -A :ED RAIL DWG's) NOTE: PROVIDE A FLOAT SWITCH IN DRAIN PAN INTERLOCKED W/AHU CONTROL CIRCUIT. PROVIDE 1/2"0 THREADED ROD W/ WASHERS & DOUBLE NUTS Q E.E., RUN ROD FROM CHANNEL BELOW UNIT UP THRU TOP CHORD OF ROOF JOIST. ROOF TRUSS STRUCT. SUPPORT SYSTEM Z PPLY AIR DUCT a LU w RET. AIR DUCT SLOPE CD 1/S"/FT. MIN. PROVIDE CD DRAIN TRAP W/ MIN. r WATERSEAL PROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERS NOT TO SCALE I AHR HANOLNG UNOT HUNG FROM ROOF TRUSS BETAL 1 3 1 ROOF NOTES: 1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) 2. REFER TO STRUCTURAL ENGINEERING'S' SHEETS FOR COMPLETE STRUCTURAL & ROOF INFORMATION. 3. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS. 4. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION. TOM 1 ®q M W cn i� W 0. (11 REVISIONS BY DATE D PERMIT SETS ISSUED DWD 013.14.17 If a C c C C c C 11 C P Z L� C r i 1 c ( ( W W � ` c l 1 1 J C O nnT1 c T ( ( W ( 4 M O � M ^O� ^ F---1 I N 0 coo 0 t9 !4-4 , Job No. 13,06083 MAR 14 2017 FT I1I05 FIRM-AA003n ALL IDEAS, DESIGNS, ARRANGEMENTS,& PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED, ®201A ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. ARE A n OILTOP OF BEAM ELEVATION @+11'-1"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+Y-P ABV FIN. FLOOR I 1 A301 I Aiiik TOP OF SLAB If ELEVATION @ YLIT OIL GARAGE TOP OF SLAB ELEVATION @-0'-V B.F.F. TOP OF BEAM ELEVATION Y @+1V-1"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+9'.4' ABV FIN. FLOOR 2 A302 I TOP OF SLAB ELEVATION @ 0'-V 2 . �' v' ' ' V TOP OF BEAM ELEVATIO @+11'4' ABV FIN. FLOOR TOP OF BEAM ELEVATION @+9'4' ABV FIN. FLOOR I I ))) I I TOP OF SLAB rL ELEVATION @ 0'.V. MON MATERIAL. LEGEND MARK MATERIAL MARK MATERIAL 001 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR Oil DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONS FOR MOUNTING HEIGHTS TO CENTER OF 002 SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE Olt IMPACT RATED ALUMINUM WINDOW ONLY IN (SEE DETAIL DICATED (SEE WINDOW SCHEDULE) 003 SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY 013 FACT RATED ALUMINUM SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 004 SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY 014 FACT RATED ALUMINUM FRENCH DOOR EE DOOR SCHEDULE) 005 TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF 015 IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY SIDELIGHT EE DOOR SCHEDULE) 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 FACT RATED STEEL RAISED PANEL GARAGE MAN DOOR (SEE DOOR SCHEDULE) 007 RAISED STUCCO SILL (SEE DETAIL AS INDICATED) 047 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR PEE DOOR SCHEDULE) 008 6"x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER EE TYPICAL WALL SECTIONS 018 AC. COMPRESSOR EE FLOOR PLAN) iS 009 G' FOAM CORE & SMOOTH STUCCO FINISH BRACKET 019 VII M VERTICAL FAUX WINDOW SHUTTER (1/2 WIDTH OF (SEE DETAIL AS INDICATED) THE WINDOW UNLESS NOTED OTHERWISE 010 DECORATIVE PAINTED ALUMINUM OR COMPOSITE WOOD, FMD LATTICE PANEL (SEE DETAIL AS INDICATED) 020 GENERAL ELEVATION NOTES: 1, ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MUST MEET OR EXCEED CALCULATED WIND PRESSURES SHOWN ON STRUCTURAL DWG's. 2. SEE STRUCTURAL DWG's FOR ALL REQUIRED WIND PRESSURES. 3. GENERAL CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL WINDOW AND DOOR SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION. 4. COLOR OF WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE. A_A FRONT ELEVATION A303 1 � Flo r� M O H W I- REVISIONS BY DATE PERMIT SETS ISSUED I DWD 03.14.17 H W � �QO r � W V W O �w N a I ' Q? 44 CJ ` ' ® _ • T-s N {1j1 Ci 1306083 �L MAR 14 2017 ALL IDEAS, DESIGNS, ARRANGEMENTS, 8 PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, 8 THE PROPERTY OF THIS OFFICE. 8 WERE CREATED, EVOLVED, 8 O EVELOPED FOR USE ON. 81N CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY 8 BE RESPONSIBLE FOR ALL DIMENSIONS 8 CONDITIONS ON THE JOB, 8 THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWNG& SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TOTHI$ OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABflICATION OI ITEMS SO NOTED.0 2017. ALL RIGHTS RESERVED RANDALL STOFFTARCHITECTS P.A. 9 sa] TOP OF BEAM ELEVATION @+11'-1"ABV FIN. FLOOROIL — — — — — — — — — — — — — — TOP OF BEAM ELEVATION — — — — — — — — — @+9'4" ABV FIN. FLOOR — I I 1 A302 I I TOP OF SLAB ---------- - --ELEVATION @ OW - TOP OF BEAM ELEVATION @+11'-I" ABV FIN. FLOOR m J. TOP OF BEAM ELEVATION @+9-4-ABV FIN. FLOOR 1I Il TOP OF SLAB ELEVATION @ 0'-0" 12 61 005 ml�lm 12 6 003 009 TOP OF BEAM ELEVATION +11'-1"ABV FIN. FLOOR �8 TOP OF BEAM ELEVATION — — — — — —------------ @+9'.4" ABV FIN. FLOOR I 4 MIN.3 OUTRIGGERS 006 ON SIDE aoe 019 1 in 0 012 — A301 DO 003 005 007 I;::. 4'-0" N IMF -- — — — — ----- ---- --- ----- — — — ----- TOP OF SLAB -- -- — ----- -- --- -- —. --- ELEVATION@0'-0" MIN, 48" RE UM GARAGE TOP OF SLAB ONSIDE 002 ELEVATION @ -0'-S" B.F.F. 2 LEFT ELEVATION MATERIAL LEGEND MARK MATERIAL MARK MATERIAL 001 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR 011 DECORATIVE WALL SCONE LIGHT FMURE (SEE ELEVATIONS FOR MOUNTING HEIGHTS TO CENTER OF I IRE 002 SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE 012 IMPACT RATED ALUMINUM WINDOW ONLY EE DETAIL AS INDICATED (SEE WINDOW SCHEDULE) 003 SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY 013 FACT RATED ALUMINUM SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 004 SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY 014 IMPACT RATED ALUMINUM FRENCH DOOR (SEE DOOR SCHEDULE) 005 TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF 015 IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY SIDELIGHT(SEE DOOR SCHEDULE) 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 FACT RATED STEEL RAISED PANEL GARAGE MAN DOOR (SEE DOOR SCHEDULE) 007 RAISED STUCCO SILL (SEE DETAIL AS INDICATED) 017 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR(SEE DOOR SCHEDULE) 008 6"x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER 018 A.C.COMPRESSOR 5B FLOOR P LAN) EE TYPICAL WALL SECTION 009 6" FOAM CORE & SMOOTH STUCCO FINISH BRACKET 019 VINYL VERTICAL FAUX WINDOW SHUTTER (1/2 WIDTH OF EE DETAIL AS INDICATED) THE WINDOW UNLESS NOTED OTHERWISE 010 DECORATIVE PAINTED ALUMINUM OR COMPOSITE WOOD, FIXED LATTICE PANEL (SEE DETAIL AS INDICATED) 020 GENERAL ELEVATION NOTES: 1, ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MUST MEET OR EXCEED CALCULATED WIND PRESSURES SHOWN ON STRUCTURAL DWG's. 2. SEE STRUCTURAL DWG's FOR ALL REQUIRED WIND PRESSURES. 3. GENERAL CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL WINDOW AND DOOR SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION. 4. COLOR OF WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE. TOP OF BEAM ELEVATIO @+11'-1' ABV FIN. FLOOR TOP OF BEAM ELEVATION 0+9'y' ABV FIN. FLOOR I I 2 I A302 I TOP OF SLAB ELEVATION @ 0'-0' REAR ELEVATION 1/4"=1'-0" REVISIONS BY DATE PERMIT SETS ISSUED DWD 03.14.17 rE--I 11 v r^ nw U W � O N C) H U 0 C1� mvj W! T U,, T YA `W11 M Jab No. 1306083 r MAR 14 20V FL-0011105 FIR AA0033i� ALL IDEAS, DESIGNS, ARRANGEMENTS, S PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, 6 THE PROPERTY OF THIS OFFICE. S WERE CREATED, EVOLVED, S DEVELOPED FOR USE ON, & IN CONNECTION MATH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT. ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY B BE RESPONSIBLE FOR ALL DIMENSIONS S CONDITIONS ON THE JOB, S THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. O MTI. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS PA, A z O 0- H M ro 0 m 0 Q z z 0 0 In W U B) O EL m f0 GI 0 r TOP OF BEAM ELEVATION @+11'-1"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+91-4" ABV FIN. FLOOR 1 A302 ELEVATION @ 0'-0" 1st FLOOR EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME SIZE Location Manufacturer Model ProductApproval# Approved Pressure Required Pressure Color Notes Number Interior Exterior Door Size - PR WxH Interior I Exterior 101 T-O" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD FOYER THERMA-TRU CORP. SMOOTH STAR SERIES FL#12334.2 +55.O PSF, -55.0 PSF +40.53 PSF, -44.46 PSF WHITE RAISED PANEL, STEEL DOOR w/ 16" SIDELIGHT 102 2'-6" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM MASTER BEDROOM LAWSON INDUSTRIES, INC. LA PORTE NOA #13-0328.11 +56.7 PSF, -65.0 PSF +41.21 PSF, -61.55 PSF WHITE FRENCH DOOR 103 12'-0" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM GREAT ROOM LAWSON INDUSTRIES, INC. SGD9200 NOA# 12-1204.12 +56.7 SPF, -65 PSF +42.68 PSF, -46.90 PSF WHITE 6-PANEL BI-PARTING SLIDING GLASS DOOR 104 2'-8" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD GARAGE THERMA-TRU CORP. SMOOTH STAR SERIES FL#5891.5 +67.0 PSF, -67.0 PSF +47.13 PSF, -61.38 PSF WHITE RAISED PANEL, STEEL MAN DOOR 105 16'-0" x 8'-0" STEEL REINFORCED STEEL REINFORCED WOOD WOOD 2-CAR GARAGE DAB DOOR COMPANY, INC. MODEL 824/811 NOA# 15-0302.01 +48 PSF, -52 PSF +37.96 PSF, -45.46 WHITE RAISED PANEL, OVERHEAD STEEL GARAGE DOOR 1st FLOOR INTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Remarks Number SIZE Type Door Size - PR WxH Material Type 110 PR 2'-0" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM #4 111 PR V-4" x 8'-0" PRE -HUNG, LOUVERED WOOD PRE -HUNG SITTING/ FUTURE BEDROOM #4 CLOSET 112 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BATH #3 DOOR PROVIDES 29" CLEAR OPENING, SEE NOTE 'E' ON COVER SHEET 113 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG HALL CLOSET 114 2'-8" x 8'-01, PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #2 115 4 In 1'-O" x 8'-0" PRE -HUNG, LOUVERED WOOD WOOD BEDROOM #2 CLOSET 116 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM W.I.C. 117 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BATH 118 4 @ 9" x 8'-0" PRE -HUNG, LOUVERED WOOD WOOD SITTING/ FUTURE BEDROOM W.I.C. 119 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BEDROOM W.I.C. 120 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG MASTER BEDROOM 121 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BEDROOM #3 122 PR V-4" x 8'-0" PRE -HUNG, LOUVERED WOOD PRE -HUNG BEDROOM #3 CLOSET 123 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG BATH #2 124 T-O" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG SITTING/ FUTURE BEDROOM W.I.C. 125 2'-10" x 8'-0" PRE -HUNG, RAISED PANEL WOOD PRE -HUNG 2-CAR GARAGE SEE DOOR NOTE #1 INTERIOR DOOR NOTES: 1. GARAGE DOOR TO BE 1-314" THICK, BE SELF -CLOSING, & HAVE SOLID RABBETED JAMBS PER 2014 FLORIDA BUILDING CODE, RESIDENTIAL, SECTION R302.5.1. 1st FLOOR WINDOW SCHEDULE Number Size Sill Height Head Height Frame Material Type Location Manufacturer Model ProductApproval# Approved Pressure Required Pressure Color Notes Width Height Interior Exterior 101 T-O" 5'-2" 2'-10" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG SITTING/ FUTURE BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +47.63 PSF, -62.38 PSF WHITE EGRESS WINDOW 102 T-O" 5'-2" 2'-10" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG SITTING/ FUTURE BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +47.63 PSF, -51.85 PSF WHITE EGRESS WINDOW 103 6'-0" 5'-2" 2'-10" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #2 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +45.24 PSF, -57.61 PSF WHITE EGRESS WINDOW 104 5'-4" 5'-0" 3'-0" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM DBL-SINGLE HUNG MASTER BATH LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +46.34 PSF, -50.56 PSF WHITE 105 2'-8" 5'-0" T-0" A.F.F. 8'-0" A.F.F. ALUMINUM'ALUMINUM SINGLE HUNG MASTER BATH LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +48.46 PSF, -52.68 PSF WHITE 106 2'-8" 6'4" 1'-8" A.F.F. 8%0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +43.61 PSF, -54.35 PSF WHITE EGRESS WINDOW 107 5'-0" 6'4" V-8" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM FIXED MASTER BEDROOM LAWSON INDUSTRIES, INC. PW4200/6200 NOA# 14-0908.18 +68 PSF, -68 PSF +43.61 PSF, -54.35 PSF WHITE 108 2'-8" 6'-4" V-8" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +43.61 PSF, 54.35 PSF WHITE EGRESS WINDOW 109 2'-8" 6'41 1'-8" A.F.F. 8'-O" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +44.31 PSF, -55.75 PSF WHITE 110 2'-8" 6'-4" 1'-8" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +44.31 PSF, -55.75 PSF WHITE 111 2'-8" 6'-4" 1'-8" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BREAKFAST ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +$01-80 PSF +44.31 PSF, -55.75 PSF WHITE 112 6'-0" 6'-4" V-8" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +45.58 PSF, -58.29 PSF WHITE EGRESS WINDOW 113 2'-0" 3'-2" 2'-10" A.F.F. 8'-0" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG BATH #2 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +49.74 PSF, -53.96 PSF WHITE SHOWER WINDOW 114 3'-0" 5'-2" 2'-10" A.F.F. T-4" A.F.F. ALUMINUM ALUMINUM SINGLE HUNG 2-CAR GARAGE LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +47.63 PSF, -51.85 PSF WHITE 115 2'-0" 1 4'-211 1 3'-10" A.F.F. 1 8'-0" A.F.F. ALUMINUM ALUMINUM I SINGLE HUNG I UTILITY ROOM I LAWSON INDUSTRIES, INC. SH7700 I NOA# 16-1003.01 +80 PSF, -80 PSF 1 +49.54 PSF, -53.96 PSF I WHITE CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) O.H. STUCCO BAND (SEE ELEVATIONS) 6 12 OUTDOOR ROOM SEE TYPICAL WALL SECTIONS FOR ROOF CONSTRUCTION DETAILS SEE TYPICAL WALL SECTIONS FOR ROOF INSULATION DETAILS 0 SAND -SET--" MONOLITHIC FOOTING PAVERS & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL DWG's) 12 �6 WOOD ROOF TRUSSES (SEE STRUCTURAL DWG's) LIVING KITCHEN RAISED ISLAND) MONOLITHIC FOOTING (SEE FLOOR PLAN) & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL dWG's) 5 V CRIMP METAL ROOF (SEE ELEVATIONS & TYPICAL WALL SECTIONS) FOYER CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) FOAM & STUCCO OUTRIGGER & BRACKET (SEE ELEVATIONS & TYPICAL WALL SECTIONS) STUCCO BAND (SEE ELEVATIONS) LATTICE PANEL DETAIL (SEE ELEVATIONS) VINYL FAUX SHUTTER (SEE ELEVATIONS) STUCCO SILL (SEE ELEVATIONS) STUCCO WATER TABLE (SEE ELEVATIONS) TOP OF BEAM ELEVATION TOP OF BEAM ELEVATION @+9'4" ABV FIN. FLOOR @ 0'-0" ELEVATION @ -0'-6" B.F.F. BUILDING SECTION A -A 1/4"=1'-O" 7 W :i REVISIONS BY DATE PERMIT SETS ISSUED DWD 03.14.17 I W O � � O I W �Qw � V W PLI N a U is O Poll " tx�Run al, e UILAA T� Job No. 1306083 ILZ__ 0 -1 .r MAR 14 2017 FL-WI1105 FIRM-AA003379 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED.02017 ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. A 00 STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) MASTER BEDROOM 0 16 ".................... L, 1 e,. a, 9'-4" C.H. LINE OF ROOF OVERHANG A -A A303 A302 I STUCCO CEILI I EIJUTDOOR ERTAINING r-G—' x 1 T-6, I 9'-4" C.H. J O 1 1 solcw II @. 1 EXF O v ® I LINE OF RE/I'7" ROOF OVERHANG O 4== H. 9'-4" C.H. MAT' BATH O VIE9'-4"9' 4" -- 22"x36" ATTIC I C.H. ACCESS HATCH, COORDINATE FINAL LOCATION 2 ® w/ TRUSS PLACEMENT I A302 EXF O 9'-4" C.H. VP OxO -9'_4" C.H. o,cM Ell'i I EXF � D I El smc. sclel 9'4" H. D )Jt BEDROOM 0 L 0 _')v7p PROVIDE A MIN. 9'-4" C.H. 9'-4" C.H. OF (3), OUTRIGGERS FRONT SIDE OF COVE D @ TEXTURED HOUSE STUCCO CEILING ENT Y ` T 2' x Y-6* I I II II I" I '. INA 6 I BEER I MAX. LINE OF ROOF OVERHANG FLAT HEADER BOTTOM @ 9'-6" A.F.F. STUCCO SOFFIT (TYP. OF 4 (SEE TYPICAL SEE ELEVATIONS) WALL SECTIONS) 6"x6" FOAM &SMOOTH STUCCO OUTRIGGER (SEE ELEVATIONS) JTILJTNY LL 9'-4" C.H. VERTICAL LOUVERED FIXED PANEL I (TYP. OF 4 ISEE ELEVATIONS) I I I 1 I 1 1 A301 A -A A303 STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) FLAT HEADER BOTTOM @ 8'-0" A.F.F. (SEE ELEVATIONS) co T-0" LINE OF ROOF OVERHANG smcl sos . BEDROOM #3 9=_4" C.H. AIR HANDLER 1 ft -_ - VARA 20'-0' x 914" r` 0 BATH #2 0611 9'-4" C. H. 0 --- ----; VP I E® AIR HANDLING UINT IN ATTIC SPACE HUNG FROM ROOF TRUSS (EXACT LOCATION TO BE DETERMINED IN FIELD) ANN —22"x54" ATTIC ACCESS HATCH, COORDINATE FINAL,LOCA w/ TRUSS PLACEMENT STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF ROOF OVERHANG PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE 6"x6" FOAM 8L SMOOTH LINE OF STUCCO OUTRIGGER ROOF OVERHANG (SEE ELEVATIONS) STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) 1 REFLECTED CEILING PLAN 1 /4"= V-0" 2 A301 REVISIONS BY DATE a PERMIT SETS ISSUED DWD 03.14.17 _ N M � ® M 3 L o f Q //W -. QI V� N 0 C� J m o_ W a w w�0 u F—j i H O u) W LL LL r /'1 Z O CID CD DO w u rT ^ J F- W o UJIof n I U 0 4 0 cd to tt P�7 "a an;iit�R. r ae :149 9YY � ALL IDEAS ,DESIGNS, ARRANGEMENTS, & PLANS INDICATED -- OR REPRESENTED BY THIS DRAWING ARE OWNED BY,BTHE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED.& DEVELOPED FOR USE ON, & IN CONNECTION WITH THE .:w~ SPECIFIED PROJECT. NONE OF SUCH DEA$DESIONE ilk ARRANGEMENTS, OR PLANS SHALL BE USED BV, OR.�'. DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. ; WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE ;` y PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS ^^ SHALL VERIFY& BE RESPONSIBLE FOR ALL DIMENSIONS& .E. CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SU EMITTED TO THIS OFFICE y� FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON Gy:k�t ITEMS SO NOTED. 02012. ALL RIGHTS RESERVEDRANDALL l STOFFT ARCHITECTS P.A. 14 fi z A Z Y 1,-93/„ TYPICAL OUTRIGGER DETAIL 3"=1'-0" INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INTERIOR WALL & CEILING FINISH NOTES: 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA— NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAPPING (SEE STRUCTURAL DWG's) 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL DWG's) TOP OF BEAM (T.O.B.) _ _ _ _ _ _ _ _ _ _ _ VARIES, SEE ELEVATIONS PAINTED ALUMINUM DRIP EDGE FLASHING OVER P.T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCIA OVER PAINTED 2 x 4 WOOD SUB -FASCIA MIN. 1/4" DRIP HI -RIB METAL LATHE & J STUCCO NON -VENTED / SOFFIT 6" WIDE x 6" DEEP -� FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) 5/ 8" SMOOTH STUCCO OR STUCCO SIDING (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS 2'-0" TYP. OVERHANG 12 6 SEE REFLECTED PLANS FOR ALL CDEILING G DETAILS 5 V CRIMP METAL ROOF SEE STRUCTURAL 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA DWG's FOR ALL ATTACHED PER LATEST A NOA OR PRODUCT APPROVAL STRUCTURAL DETAILS PRODUCT APPROOVALVAL OVENOAR 3 R 3 OVER 30# BUILDING FELT, 12 OVE0# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" TIN -TAGGED TO APA 419/32" EXPOSURE 1 PLYWOOD ROOF 6 EXPOSURE 1 PLYWOODD ROOF SHEATHING SHEATHING UPLIFT &LATERAL SUCRASEAL (OR APPROVED EQUAL) UPLIFT & LATERAL UPLIFTHURRICANEATE RAP NG SPRAY FOAM INSULATION SYSTEM APPLIED PER HURRICANE STRAP ING MANUFACTURER SPEC's TO ACHIEVE A MIN. SEE STRUCTURAL ING's) (SEE STRUCTURAL WG's) R-20 VALUE FOR A COMPLETELY SEALED 1 OR 2 COURSES OF \ MOISTURE & AIR BARRIER. 1 OR 2 COURSES OF BOND BEAM (SEE INSULATION NOTES, THIS SHEET) BOND BEAM (SEE STRUCTURAL gWG's) (SEE STRUCTURAL gWG's) PAINTED ALUMINUM PAINTED ALUMINUMI TOP OF BOND BEAM DRJE_ED_GEFlASHJN�CzOVER_ - - - - - - r TOP OF BOND BEAM _oRIpEDGE FLASHIINC,TER- 9'-4" A.F.F. -T WOOD ROOF TRUSSES @ P.T. 1 x 2 OVER 1 x 6 PAINTED 9'-4" A.F.F. WO 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE V�- 24" O.C., MAX. € -..� � DECORATIVE FASCI OVER DECORATIVE FASCI OVER (SEE TRUSS LAYOUT & I WOOD COMPOSITE 1E' PAINTED I x 4 WOO ENGINEERING) PAINTED 2 x 4 WOO SUB -FASCIA •' SUB -FASCIA lx4 WOOD RATRUNS MIN, 1/411 DRIP 2' 0 — (SEE STRUCTURAL DWG's) MIN. 1/4" DRIP HI -RIB METAL LATHE & TYP. OVERHANG 1/2" GYP. BD. CEILING w/ HI -RIB METAL LATHE & TYP. OVERHANG STUCCO NON -VENTED 2 TEXTURED FINISH I STUCCO NON -VENTED SOFFIT ATTACHED TO UNDERSIDE SOFFIT A501 OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING 6" WIDE x 6" DEEP 6" WIDE x 6" DEEP FINISH NOTES, THIS SHEET) FOAM OUTRIGGER FOAM OUTRIGGER (SEE DETAIL #3/ (SEE DETAIL #3/ P.T. 1x3 WOOD CONTINUOUS SHEET A501) SHEETA501) SEE REFLECTED CEILING FIRESTOP PLANS FOR ALL CEILING DETAIL'S 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) 5/ 8" SMOOTH STUCCO - (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT-4 REAR ONIn FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) 1-1/211 SLAB RECESS (SEE STRUCTURAL DWG's)� GRADE SLOPED AWAY FROM STRUCTURE FINISH FLOOR @ EL. +0'-0" A.F.F. DO SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) 5/8" LIGHT TEXTURED STUCCO - P.T. lx2 WOOD FURRING (RIGHT, LEFT & REAR ONLY) @ 24" O/C FINISH ON 8" CMU OR MASONRY (SEE STRUCTURAL DWG's) MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) f (SEE INSULATION NOTES, THIS SHEET) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's)� GRADE SLOPED AWAY 4" CONCRETE FLOOR FROM STRUCTURE SLAB ON GRADE (SEE STRUCTURAL DWG's) FINISH FLOOR @ EL. +0'-0" A.F.F. III —III 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL —� r COMPACTED CLEAN FILL FEE==AL (SEE STRUCTURAL DWG's) MONOLITHIC FOOTING) SEE STRUCTURAL THIS WALL SECTION (SEE FOUNDATION PLAN) DWG's PERTAINS TO FRONT ELEVATION ONLY 1-STORY WALL SECTION 3/4"=1'-0" 9 II / SUCRASEAL (OR APPROVED EQUAL) M j SPRAY FOAM INSULATION SYSTEM APPLIED PER 0 MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) ''W^ vI WOOD ROOF TRUSSES @ 24" O.C., MAX. \ (SEE TRUSS LAYOUT & W ENGINEERING) a lx4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. lx3 WOOD CONTINUOUS FIRESTOP P.T. 1x2 WOOD FURRING @ 24" O/C 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) TYPICAL EAVE DETAIL 1-1/2"=V-0" 12 6 3 A601 SEE REFLECTED C7EILINGPLANS FOR ALL C DETAILS SEE STRUCTURAL DWG's ° ° III -III_ III -III -III - SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. lx3 WOOD CONTINUOUS FIRESTOP 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. lx2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) FLOOR FINISH (SEE INTERIOR DESIGNER DWG's) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) THIS WALL SECTION PERTAINS TO RIGHT, LEFT, & REAR ELEVATIONS 1-STORY WALL SECTION 3/4"=V-0" REVISIONS BY DATE PERMIT SETS ISSUED DWD 03,14.17 E—� CID W � nW O v J c/5 V w Cn O� PTO�T Chi h-ti P4 N � o cl IFQ C� 0 Q g mumessmsm ,Job No 1'206083 j MAR 14 201 FL 11.105 FIRM-AA003Y7 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICA'. OR REPRESENTED BY THIS DRAWING ARE OWNED BY. & PROPERTY OF THIS OFFICE, & WERE CREATED, EVOLVA DEVELOPED FOR USE ON. & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION F ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HA, PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR) SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSION CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NI OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETA OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFF FOR APPROVAL BEFORE PROCEEDING WITH FABRICATS- ITEMS SO NOTED. ® 2017. ALL RIGHTS RESERVED RAND,. STOFFT ARCHITECTS P.A, R A r A 1 REVISIONS BY DATE PERMIT SETS ISSUED CASING BY G.C. 1 X4 P.T. BUCK W/ 1/4" DIA. x WOOD CASING, PAINT GRADE 1-3/4" EMBED. @ 12" O.C., 6" E.E. (VERIFY w/ G.C.) PROVIDE 2-1/4" MASONRY 1X6 P.T. NAILER WOOD STUD PARTITION wl PROVIDE SHIMS AS REQUIRED EDGE DISTANCE GYPSUM WALLBOARD WOOD DOOR DRYWALL SEE JAMB EXTENSION AS NEEDED (SEE DETAIL SHEET) WOOD STUD PARTITION w/ (SEE DOOR SCHEDULE) WALL SECTIONS GYPSUM WALLBOARD 71 ATTACH DOOR FRAME BLOCKING AS REQUIRED (SEE DETAIL SHEET) WOOD CASING, PAINT GRADE PER LATEST NOA PRODUCT PROVIDE SHIMS AS REQUIRED DOOR STOP APPROVALS I PRE -HUNG WOOD DOOR FRAME IMPACT RATED EXTERIOR WOOD CASING, PAINT GRADE DOOR STOP BEYOND DOOR (NOT FRENCH) PER (VERIFY w/ G.C.) e 12-MINImum, LATEST NOA PRODUCTrt —PRE-HUNG WOOD DOOR FRAME F FINISH FLOOR VARIES BY APPROVAL ROOM STONE OR BRICK �—DOORSTOP \_ BLOCKING AS REQD (VERIFY SPEC's w/ G.C.) w 4.41 THRESHOLD WOOD DOOR NOTES: CONCRETE FLOOR SLAB ui (SEE FLOOR PLAN) PRE -HUNG WOOD (SEE FOUNDATION PLAN) STUCCO RETURN l.VERIFY w/ G.C. IF SOUND DOOR FRAME 41, 0. �4 FINISH STUCCO FINISH (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED NOTES: l.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. WOOD DOOR 2. VERIFY HINGE SIDE w/ FLOOR PLAN. (SEE DOOR SCHEDULE) WATERPROOFING AROUND INSULATION WILL BE REQUIRED. NOTES: lei FILLED CELL OR POURED PERIMETER OF ALL DOOR I.VERIFY w/ G.C. IF SOUND 0 COLUMN BUCKS. MEMBRANE TO (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM 2. VERIFY HINGE SIDE wl FLOOR PLAN. INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. HEADER, JAMBS AND SILL ON 0 BOTH SIDES,TYPICAL. *CAULK AS REQUIRED 1Y2"=V-10" *CAULK AS REQUIRED lY2"=l'-0" *CAULK AS REQUIRED 1Y2"=l.-O" DOOR OU73WING JAMB DETAIL TV7 - WER�OR DOOR HEAD DEUL TYP. WrERMR DOOR JAMB DETA�L TH TYP. �N`[PER�OR DOOR 7HRESHOLD DETAL D � C/� V// • PRECAST LINTEL OR CMU WALL OVER PRECAST LINTEL OR INDICATES SKIM COAT PRECAST LINTEL OR POURED CONC.—,, PRECAST LINTEL OR POURED BEAM PLASTER w/ SMOOTH x BEAM, SEE STRUCT. FINISH POURED BEAM POURED BEAM rTl (SEE STRUCTURAL (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) STUCCO FINISH DWG's) 2X6 P.T. BUCK W/ Y4" STUCCO FINISH STUCCO FINISH (SEE ELEVATIONS) TAPCONS W/ WASHERS 1Y4" (SEE ELEVATIONS) (SEE ELEVATIONS) DRYWALL SEE STUCCO FINISH EMBED @ 8" O.C. MAX, 2 FROM CORNER c4r) Fsi WALL SECTIONS (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED STUCCO SURROUND DRYWALL SEE TREMCO 250 FLUID APLLIED DRYWALL SEE CC) WATERPROOFING AROUND IX6 P.T. NAILER (SEE ELEVATIONS) WALL SECTIONS WATERPROOFING AROUND WALL SECTIONS PERIMETER OF ALL DOOR TREMCO 250 FLUID APLLIED PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO A47. (NJ q CORNER c\I WATERPROOFING AROUND lX6 P.T. NAILER BUCKS. MEMBRANE To I N., 3Y, lX6 P.T. NAILER EXTEND 12" MIN. FROM CASING BY G.C. V2 PERIMETER OF ALL DOOR EXTEND 12" MIN. FROM 4 CASING BY G.C. HEADER, JAMBS AND SILL 0 DIN T BUCKS. MEMBRANE TO HEADER, JAMBS AND S BOTH SIDES,TYPICAL. DRIP KERF IN tml EXTEND 12" MIN. FROM BOTH SIDESTYPICAL. 6 JAMB EXTENSION AS STUCCO RETURN STANDARD 2" TRACK, STANDARD T 6 CASING BY G.C. HEADER, JAMBS AND SILL 0 7� 61 JAMB EXTENSION AS NEEDED 0 NEEDED TORSION To STUCCO SURROUND TORSION SPRING BOTH SIDES,TYPICAL. OPERATED (SEE ELEVATIONS) OPERATED O.H. 1X4 P.T. BUCK W/ X" TAPCONS 1X4 P.T. BUCK W/ 1/4" DIA. x 1 X4 P.T. BUCK W/ 1/4" GARAGE DOOR. GARAGE r 11/4" EMBED @ 8" O.C. MAX, 2" ND& 1-3/4" EMBED. @ 12" O.C., 6" E.E. STUCCO SURROUND SURROUND & DIA. x 1-3/4" EMBED. @ STUCCO SURROUND & WD. MOULD OVER STUCCO SURROUND & FROM CORNER a RETURN PROVIDE 2-1/4" MASONRY RETURN 12" D.C., 6" E.E. PROVIDE 2-1/4" lX6 SMOOTH STEEL INSULATED IMPACT CEDAR BD. OVER RETURN IMPACT RATED WINDOW, (SEE ELEVATIONS EDGE DISTANCE (SEE ELEVATIONS) MASONRY EDGE RATED OVERHEAD DOOR, IX PIT. FURRING INSTALL PER PRODUCT (SEE ELEVATIONS) INSTALL PER PRODUCT DISTANCE APPROVAL APPROVAL IMPACT RATED SLIDING TREMCO 250 FLUID APLLIED IMPACT RATED FRENCH DOOR INSTALL PER WATERPROOFING AROUND PERIMETER DOOR INSTALL PER PRODUCT APPROVAL OF ALL DOOR BUCKS. MEMBRANE TO PRODUCT APPROVAL EXTEND 12" MIN. FROM HEADER, JAMBS y4"=l'-0" AND SILL ON BOTH SIDES,TYPICAL. 'CAULK AS REQUIRED lY2"=l'-0" 'CAULK AS REQUIRED lY2"=lI-0-' u 0ARACEE DOOR HEAD DETA0L L TyP �CAL WHOGIN HEAD DETML 1 0 'rmCAL FRENCH DOOR HEAD DE7&�L C 6" MI NOTES: 1 X4 P.T. BUCK W1 1/4" DIA. x 1-3/4" EMBED. @ 12" D.C., 6" E.E. INDICATES SKIM COAT PLASTER wl SMOOTH FINISH 1X4 P.T. BUCK W/ 1/4" DIA. x 6" MIN. OVERLAP 1. CAULKING, SEALANT, ADHESIVE, PROVIDE 2-1/4" MASONRY CASING BY G.C.-3/4" EDGE DISTANCE 4 4 EMBED. @ 12" O.C., 6" E.E. lX4 P.T. BUCK W/ 1/4" DIA. x CASING BY G.C. x OR GASKET SEALS WINDOW EMBED @ 8" O.C. MAX, 2" FROM CORNER PROVIDE 2-1/4" MASONRY 1-3/4" EMBED. @ 12" O.C., 6" E.E. FRAMING AND WALL JOINTS TO 1X6 P.T. NAILER JAMB EXTENSION AS NEEDED EDGE DISTANCE PROVIDE 2-1/4" MASONRY lX6 P.T. NAILER FORM AIR BARRIER. 2" RECESS IN CONCRETE lX6 P.T. NAILER EDGE DISTANCE DRYWALL SEE IMPACT RATED SLIDING DRYWALL SEE JAMB EXTENSION AS NEEDED DRYWALL SEE �=4 F`a 2. THESE PRINCIPLES ARE ALSO WALL SECTION DOOR INSTALL PER s7 WALL SECTIONS WALL SECTION JAMB EXTENSION AS NEEDED s7 MOISTU BARRIER APPLICABLE TO DOOR PRODUCT APPROVAL INTERIOR SILL BY G.C. 7 7 cn 0 OVERLAPP 0 DIRECT WEATHERPROOFING. STEEL INSULATED IMPACT RATED OVERHEAD DOOR, IMPACT RATED FRENCH '_4 MOISTURE A om STRUCTURE/FRAMI INSTALL PER PRODUCT APPROVAL IMPACT RATED WINDOW, DOOR INSTALL PER PRODUCT APPROVAL INSTALL PER PRODUCT 12' WD. MOULD OVER 1X6 SMOOTH CEDAR BD. OVER 1X PIT. FURRING APPROVAL 12" NUNIM Um. .12 MINIM U 0 6 IN �l HEAD CASING/ STONE OR BRICK TREMCO 250 FLUID APLLIED EXTERIOR STUCCO SILL STONE OR BRICK THRESHOLD 0 (D TRIM THRESHOLD WATERPROOFING AROUND PERIMETER OF > TREMCO 250 FLUID APLLIED ALL DOOR BUCKS. MEMBRANE TO EXTEND STUCCO SURROUND & STUCCO 0 SURROUND & 6" MIN. WATERPROOFING AROUND 12" MIN. FROM HEADER, JAMBS AND SILL RETURN RETURN U PERIMETER OF ALL DOOR ON BOTH SIDES,TYPICAL. (SEE ELEVATIONS) Av—_ (SEE ELEVATIONS) STUCCO FINISH BUCKS. MEMBRANE TO STUCCO FINISH STUCCO RETURN STUCCO FINISH TREMCO 250 FLUID APLLIED STUCCO FINISH �4 EXTEND 12" MIN. FROM (SEE ELEVATIONS) (SEE ELEVATIONS) (SEE ELEVATIONS) (SEE ELEVATIONS) WATERPROOFING AROUND (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED FOLDED 0 WINDOW UNIT HEADER, JAMBS AND SILL ON CORNER BEAD PERIMETER OF ALL DOOR WATERPROOFING AROUND SOLDERED SILL FLASHING FILLED CELL OR POURED BOTH SIDES,TYPICAL. FILLED CELL OR POURED STUCCO SURROUND FILLED CELL OR POURED BUCKS. MEMBRANE TO FILLED CELL OR POURED PERIMETER OF ALL DOOR COLUMN COLUMN (SEE ELEVATIONS) COLUMN EXTEND 12" MIN. FROM COLUMN BUCKS. MEMBRANE TO JAMB CASING/ TRIM (SEE STRUCTURAL DWG's) STUCCO SURROUND & (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) HEADER, JAMBS AND SILL ON (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM SILL (SLOPED TOP) RETURN BOTH SIDES,TYPICAL. HEADER, JAMBS AND SILL ON OVERHANGS (SEE ELEVATIONS) BOTH SIDES,TYPICAL. APRON +/- 1" *CAULK AS REQUIRED lYF=V-0" *CAULK AS REQUIRED 1Y2"I'I 'CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED IY2.'= 1 .-0'. WINDOW WAVERPROMNO BLIDINQ GLASS DOOR JAMB DETAIL P GARAGE DOOR JAMB DETAIL K TYPIMAL fflNDOW JAMB DEU�L F 'rymCAL FRENCH DOOR JAMB DE7AL B Job No. 1306083 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY THE 2014 FBC-BUILDING AND ALL APPLICABLE CODES. SLIDING GLASS ALUMINUM DOOR SILL RISER MOULD & 1X6 SMOOTH STUCCO EXTENSION JAMB DOOR JAMB EXTENSION 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & (SEE MFG. SPEC's) CEDAR BD. AS NEEDED DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. SLIDING 91LASS DOOR IMPACT RATED WINDOW, (SEE DOOR SCHEDULE) 1, *ADJUST FINISH FLOOR AS PER STUCCO IMPACT RA 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT NECESSARY TO FINISH OUT FLUSH STUCCO SURROUNDINSTALL APPROVAL EXTENSION JAMB ALUM. FRETNECDH DOO GAIN. ATTACHMENT PER MFG.SPEC's w/SLIDING GLASS DOOR SILL BEYOND (SEE ELEVATIONS) & ALUM. THRESHOLD, MAR 14 2017 RISER STUCCO SILL 1X4 P.T. BUCK W/ 1/4" DIA. INSTALL PER 4. ALL WINDOWS & EXTERIOR DOOR GLAZING TO HAVE A MINIMUM SOLAR HEAT GAIN EXTERIOR FLOOR (SEE ELEVATIONS) x 1-3/4" EMBED. @ 12" O.C., PRODUCT APPROVAL COEFFICIENT (SHIGIC) AND V' FACTOR VALUES AS INDICATED IN THE ENERGY FINISH CONCRETE FLOOR SLAB STUCCO RETRUN + 6" E.E. TREMCO 250 FLUID APLLIED FL-0011105 FTRM-AA003379 CALCULATIONS. (SEE FLOOR PLAN) (SEE STRUCTURAL DWG's) DRIVEWAY PAVERS SLOPE PROVIDE 2-1/4" MASONRY WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR 1XPT BUCK ALL IDEAS DESIGNS, ARRANGEMENTS, & PLAINS INDICATED OR REPRESENTED By THIS DRAWING ARE OWNED THE 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED (VERIFY w/ G.C.) SL PE EDGE DISTANCE BUCKS, MEMBRANE TO EXTEND TAPCONS IY2"EMBED h PROPERTY OF THIS OFFICE. & WERE CREATED EVOLVED, & DEVELOPED FOR USE ON, E. IN CONNECTION VATH THE SPECIFIED PROJECT NONE OF SUCH IDEAS DESIGNS WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE 2ZZZIP7777777, Hu �qM Tj""tt`� TREMCO 250 FLUID APLLIED 2YZ SILL & APRON BY G.C. WATERPROOFING AROUND 12" MIN. FROM HEADER, JAMBS @ 12" O.C., 2"MAX FROM CORNERS. ARRANGEMENTS, OR PLAINS SHALL BE USED BY OR 0 SCLOSED TO ANY PERSON FIRM, OR CORPORATION FOR ARCHITECT. PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO z AND SILL ON BOTH SIDES,TYPICAL — FINISHED ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E STOFFT ARCHITECTS P A WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER 8CALEDDAENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR 6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS AND NUMBERS. FLOOR, BY ALL DIMENSIONS & CONDITIONS ON THE JOE,& THIS OFFICE MUST EXTEND 12" MIN. FROM STONE OR BRICK PAVERS, OWNER BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING A )N HEADER, JAMBS AND SILL C lX6 P.T. NAILER RISERS THRESHOLD (TYP.) BY THESE DRAVANGS SHOPDETAIES OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW INDICATES CONCRETE SLAB BOTH SIDES,TYPICAL. DRYWALL SEE WALL j FOR APPROVAL BEFORE PROCEEDING WITH FABRICATIONON ITEMS SO NOTED, 02017 ALL RIGHTS R ESERVE13 RANDALL OR DOOR DESIGN TO MEET CODE FOR WIND LOADS & WATER INTRUSION. 's) (SEE STRUCTURAL DWG SECTIONS sroFFT E TSPA 3%4"RECESS CONCRETE I 8. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS, STEEL INSULATED IMPACT STUCCO FINISH (SEE ELEVATIONS) V) I �.: ­. I I L� LU Z SLAB TYP. W:� MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION. RATED OVERHEAD DOOR, POURED CONCRETE SILL CONCH FLOOR INSTALL PER PRODUCT (SEE STRUCTURAL DWG's) 1" RECESS @ DOOR 9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS TO HAVE SLAB APPROVAL ly2o .4,Y7' THRESHOLD WINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FOR MAXIMUM PRIVACY. *CAULK AS REQUIRED 1Y2"=1'-0" 'CAULK AS REQUIRED 1Y2"=1'-0" 'CAULK AS REQUIRED %`1`0" *CAULK AS REQUIRED TYPICAL FRENCH DOOR SADDLE DETAIL A 601 E=am WINDOW & DOOR GENERAL M07EB BLIDIma CLASS DOOR SILL DETAIL N GARAGE DOOR BULL DETAIL J rmCALWoHnOW MLL DETAL E ti 1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR N 24" MAX. 1 INSTALLATION DETAILS. d' 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE N OF THERMAL EXPANSION TANK OR APPROVED DEVICE. r 1 3. SEE NOTE PLUMBING NOTE #29 FOR DRAIN PAN & " M PAN DRAIN REQUIREMENTS. (V 0 PROVIDE TEST TEE HOT WATERRR� WITH SCREWED COUNTER- COLUMN OR PARTITIONSUNK PLUG: ASSHOWNANOUT ON PLAN COLD WATER SUPPLY/ SUPPLY - **SEE TAPERESPLASTIC TAPERED -THREAD WITH CLEANOUT FACE SHALL FACE SHALL 1/2" DRYWALL EA. SIDE NOTE*" TEE JOINT COMPOUND. BE WITHIN 4" OF WALL / / PROVIDE KNOCKDOWN FINISH uj SURFACE, PROVIDE WHERE CLEANOUT TEE PIPE EXTENSION IF REQUIRED, WATTS BRVT ♦� INTERIOR PAINTED DRYWALL SURFACES v) IS CONCEALED IN A CHASE OR PARTITION, PRESSURE LL PROVIDE A ROUND 18 RELIEF VALVE WOOD STUD FRAMING @ 24" O.C. MAX. = GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. HEAT PRESSURE TRAPS DRAIN OTURNTER W VTR 2 m 4 4 WITH 2" AIR GAP RERELIEF �_ P.T. 2x4 SILL PLATE a J1� CONCRETE _ SLABft CHECK T&P TO GROUD Z i VALVE WITH 2" AIR GA 1/2" GYP BD. OR CEMENT BOARD (SEE PLAN) 2x4 WOOD STUD @ 24" O.C. MAX. ppR R \ ST<) Z 2ER1 NOTE; PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED RELIEF VALVE- -1/2" GYP BD. OR CEMENT BOARD (SEE PLAN) d VTR J 2^ I WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. W.H.NOTE: 7� V Vf I I(5; KITS q.1�2 I 4A\ 2°AIR GAP S.O.V. **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN 3 gFN T�92 DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. FOR ALL TILED 1j2" I (DUROCK) WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS �G• 3° 2"1�A�' NOT TO SCALE NOT TO SCALE & TUB SURROUNDS** p „ G 3" I 1 1/2"=V-0" VG WALL CLEAN OUT BE7ML I I WA7ER HEATER DIE7ML S 7VPI]CAL MERMIR PARVMOO K WALL 4 2 I 1�P 111 „ 2" ZII L` �I. V MA 21, �" �• �T 3" gA •\ 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 20 ga. METAL FRAMING @ 16" EO f �{ " O.C. MAX. OR AMRSTRONG 5H0� q,V'R 3 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. DRYWALL GRID SYSTEM UB 3" 3. ALL MATERIALS SHALL BE NEW .(SUSPENDED FROM STRUCTURE 4'O.C. MAX,) ° 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE 4 COMPLETED SYSTEM SHALL BE FULLY OPERATIVE- ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF 4 �J J' CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. REQRED INSURANCE SHALL BE PROVIDED BY THE LUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND CD c THE DURATION OF HE WORK.5. PROPERTY DAMAGE �I.G• 3" `V O. OR 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS,FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO 4 INTERIOR d 4" OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. ° SIDE �Wqy ° C gAT MI 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES: PIPING, EQUIPMENT, ETC. W 4 1/2" DRYWALL (USE MOLD RESISTANT ,V �y p N'*3 TQp'c/p/F 4" B. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECTPRIOR TOBEGINNING CONSTRUCTION. 0Z DRYWALL ON ALL EXTERIOR lw T � g LL EXTERIOR PERIMETER WALLS) ON P.T. 1X2 WD. 4 R ` 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OFANY DISCREPANCIES. 0. W x 4. FURRING @ 24" O.C. MAX. WITH R-4.1 SIDE 0 S CO 10. WATER PIPING ABOVE BELOW GRADE SHALL BE TYPE V' COPPER. z O - F � LU FOIL INSULATION (MINIMUM) @ ONE ° SIDE OF WALL ONLY 11� I N 1 TOTAL 11 SOIL, WASTE, VENTAND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 0 WU LL N R w 1 OL` ���I 12. ALL T STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. LOCATIONS WITHPROVIDEDGENE AL CONTRACTOR PRIOR De CMU WALL OR CAST IN °4 - PLACE CONCRETE 2ga'I•�'O 13. IHANDI STALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP ASPER CODE AND VATH GOOD ENGINEERING (SEE STRUCTURALDWG'S) 5/8" GYP. BD. FASTENED 6" 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS; EXCEPT AT O.C.@ PERIMETER & 8" O.O. WATER HEATER AS PER CODE. BALANCE 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PE WITH PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALVFLOOR SLEEVES TH FIRE RATED FOAM, TO ACHIEVE THE SAME CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. \ BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT 11/2"=V-0" AS SHOWERS &. TUB SURROUNDS** 1 1 /2"=1'-0" LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WITHIN 72 HRS. OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. FLUMI�I (�p I� ".,"o NO MER �� �p 5R CMLW(R [3E ML 7 M /� p @M �FF���,511 �����pvv/��/���� II��I� 7VMCALS EKTERIIOW C"""M'NA`-L 18. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS. 19. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS 1 HR RATED ASSEMBLY / 20 NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 1/2" GYP BD. TYPE 'XOR 21 21 CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT. TIE IN OF A/C TO CMU OR CAST I N CEMENT BOARD (SEE PLAN) MIN, a BE BY OTHERS PVC PIPING WITH 1/2" THICK ARMAFLEX INSULATION MAYBE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. BEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. SCHEDULE 40 PLACE WALL 4 O O PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. METAL JOIST TRACK 22. WATER PIPING INSULATION SHALL BE 1- THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS 4 FOR ALL HOT WATER PIPING. 23, WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING & ALL COLD WATER PIPING SHALL BE INSULATED WITH 1/2" ® . Z THICKARMAFLEX INSULATION. CONCRETE d� 24. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. FASTENERESAS ° CMU WALL OR CAST IN ° PLACE CONCRETE INTERIOR 21° REQUIRED . MIN. Qz 25.1"WATER METER HOOKUP. ° (SEE STRUCTURAL SPACE DWG'S) 26. 1-1/4" SUPPLY FROM METER TO HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE VERSUS NUMBER OF BATHROOM FIXTURES. / 27. WATER HEATERS TO FULLY COMPLY WITH 2O14 F.B.C.RESIDENTIAL, SECTION P2801;WATER HEATERS'&PLUMBING CODE SECTION P504,'SAFETY DEVICES. - 4. d ® INTERIOR 6 1/2" DRYWALL USE MOLD RESISTANT 4 28.WATER HEATERS BY USE OF ATHERMAL EXPANSION TANK OR OTHER APPROVED BUILDING SPACE DRYWALL ON ALL EXTERIOR PERIMETER WALLS ON P.T. 1X2 WD. FURRING - ) @24"O.C. CODE AN / OR OFFICIAL, DEVICE BY THE PLUMBING CODEAND/OR OFFICIAL. ° MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) 29. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED STEEL (OR EQUAL CORROSIVE RESISTANT METAL) VlITH A MINIMOF 24 GAUGE. PAN SHALL NOT BE LESS THAN 1.5" DEEP AND SHALL BE OF SUFFICIENT 4 @ONE SIDE OF WALL ONLY 2014 FLORIDA BUILDING CODE -RESIDENTIAL SHAPE TORECEIVEALLDRIPPNGTHICKNEORCONDENSATE FROM THE TANK ORWATER HEATER. THE PAN SHALL BEDRAINED BYARZEg INDIRECT WASTE PIPE HAVING A MIN. DIAMETER OF 0.75 INCH AND OF APPROVED MATERIAL LISTED IN TABLE 605.4. THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE ° NOTE: PER SECTION P307.1 INSTALLATION, ITEM #5: EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND SURFACE. 4 A WATER CLOSET, LAVATORY OR BIDET SHALL NOT BE SET 30, PROVIDE BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER. INSTALL PER CURRENT STATE & LOCAL BUILDING CODES, CLIP ANGLE, NO LESS THAN METAL METAL JOIST CLOSER THAN 151NCHES FROM ITS CENTER TO ANY SIDE WALL, JOIST DEPTH MINUS 1/2" (ATTACH CLIP PARTITION OR VANITY OR CLOSER THAN 30 INCHES CENTER -TO- 31, ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS. & TRACK TO CONCRETE w/ EXP. , NOTE: 00 CENTER BETWEEN ADJACENT FIXTURES. THERE SHALL BEAT 32. PER 2014F.B.C.RESIDENTIALSECTION P2708.3'SHOWER CONTROL VALVES',INDIVIDUAL SHOWER &TUB/SHOWER COMBINATION ANCHOR BOLTS, OR TAPCONS) **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN ". LEAST A 21-INCH CLEARANCE IN FRONT OF THE WA TER CLOSET, VALVES SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE- BALANCED, THERMOSTATIC -MIXING OR COMBINATION PRESSURE-BALANCE/THERMOSTATICMIXING VALVES TYPE WITH AHIGH UMIT STOP INACCORDANCE WITH ABBE 1016ORGSA DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR. " B125. TIES HIGH LIMIT STOP SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAX. OF 120"F (49'% NOTE: BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS 3/8"=110" - PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED 1 1/2"=V-0" SHOWERS & TUB SURROUNDS" 7'fMCLAL PLLUMSIM MKTURE CLEARANCE E 13 PLUMMUG NOTES 110 CSC L0 N3 JOOW ATTACH EMEN T BETML G TVINCAL W TEMOR CMU WALL 2 GUY GRAY SPACE SAVER WITH 4" DEEP BOX FOR METAL STUD WALL WATER HAMMER ARRESTOR 0 0 HW & CW HOSE CONNECTIONS W/VACUUM BREAKERS (WATTS OR EQUAL) 1/2" HW & W P PING DRAINAGE FIXTURE UNIT (d.f.u.) VALUES 2014 F.B.C. RESIDENTIAL, CHAPTER 30, PER TABLE P3004.1 LOCATION SINK BAR SINK TUB LAV. SHWR. W.C. BIDET W.M. D.W. MASTER BATH 2 2 2 3 BATH #2 1 2 3 BATH #3 1 2 3 KITCHEN 2 2 LAUNDRY ROOM 2 OUTDOOR ROOM TOTAL COUNT 2 2 4 6 9 2 2 P.T. 1x3 FURRING NAILER BD FI CMU WALL OR CAST IN PLACE CONCRETE ROOF TRUSSES OR CEILING FRAMING VENT W/ (SEE PLAN) (SEE STRUCTURAL DWG's) PERFORATED CAP EXTERIOR STUCCO C.O. PLUG 3" ABOVE TOP FINISH FOIL WALL INSULATION (SCREWED) OF PRIMARY DRAIN PAN (SEE ELEVATIONS) (SEE TYPICAL WALL SECTIONS) A H LI TEE IN 1/2" GYP. BD. FINISH 1 UNION WEATHER STRIPPING (SEE WALL TYPE & FLOOR PLANS) CONNECTIO AROUND OPENING ELBOW TSP +1" TSP +1" (T"MIN.) WOOD CASING WOOD STUD FRAMING A. SLOPE DRAIN LINE TO CONDENSATE (SEE WALL TYPE & FLOOR PLANS) RECEPTOR (MIN 1/8"PER FOOT) 1/2" MIN 'CDX' PLYWOOD PANEL 1/2"GYP C NISH B. DRAIN LINE SHALL BE COPPER (SEE WALL TYPE & 2" DIA. WASTE FINISHED WALL TYPE"L^AND INSULATED. 1/2" MIN. TYPE'X' GYP. BD. SCREWED TO FLOOR PLANS) C. TSP = FAN TOTAL STATIC PRESSURE. PLYWOOD PANEL FINISHED FLOOR TOTAL d.f.u. VALUE = 27 d.f.u.'s 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. GYP. BD. CEILING NOT TO SCALE NOT TO SCALE 1 1/2"=V-0" 1 1/2"=V-0" rWASHM3 fUMIACHO( E CONNECMN 13E ML 12 COO NDENSA7CE P-7RAp DD E7ML g TYPICAL AiTS P ACCESS DEML 5 STUD WALL TO CONCRETE WALL DEML � REVISIONS BY DATE PERMIT SETS ISSUED _ 1 DWD 03.14 17 _ r� V W WN�-y o O I W � � Q W V O W (r) O o M �I N 0 far: him A WA d molmffdmm ssiP„d »r1�e3771 Join No. 1306083 FEAR 1 4 2017 I L 11105 M1- 003 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, 8 THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS. ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECT WRITTEN DIMENSIONS ON THESE DRSHALL HAVE AWINGS PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 0 TOt]. ALL RIGHTS RESERVED RANDALL STGFFT ARCHITECTS P.A. Ny A FLOOD/ SECURITY LIGHT ON SENSOR AFCI WPGFCI FTC] SPRINKLER TIMER O 150 200 AMP MAIN AMP METER/ DISC. PANEL MAIN 'A' UNDERGROUND 2/0 THHN w/ #6 GROUND TO FP&L TIE-IN LOCATION #4 GROUND TO 8'-0"x 5/8" DIA. GROUND ROD & COLD WATER PIPE & 20'-0" FOUNDATION STEEL 2 A3o2 ELECTRICAL RISER DIAGRAM NOT TO SCALE �nr�l AFCI � 1 - LIGHT EDROOY e�N © A.F.F., VERIFY i i i AFCI L AY V ELECTRICAL NOTES GENERAL: FIXTURES: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES. LOCATE THE METER & PANELS AS REQUIRED. " 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. AS SELECTED BY OWNER. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. OWNER/ARCHITECT/INTERIOR DESIGNER UNLESS OTHERWISE NOTED. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 4) ARCHITECT/ INTERIOR DESIGNER TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESg OTHERWISE NOTED. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. '- 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. 7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. OUTLETS: 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER 3 ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT MANUFACTURER RECOMMENDATIONS. PER 2006 NEC 210.52. 11) PROVIDE DISCONNECTS FOP, POOL PUMP PER N.E.C. 680, POOL 4) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL PLANS. (IF APPLICABLE),. CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL POOUSPA EQUIPMENT. 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, 1/2" CONDUIT UNDER SLAB FROM WALL. DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS TO BE SMOKE DETECTOR: ARC FAULT CIRCUIT PROTECTED PER 2008 NEC 210.12(B). -- 13) WIRES SMALLER THAN 96 SHALL HAVE THHN INSULATION, #6 & LARGER 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SHALL HAVE THWN INSULATION. SIMULTANEOUSLY W/ TEMPORAL SOUND. 14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. 2) SMOKE DETECTORS TO BE LOCATED MIN 3'-0" FROM: R/A & SUPPLY GRILLS, RATING OF 22,000 AMPS & BE NEMA-3R RATED. KITCHENS, BATH ROOMS 15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75" CONTINUOUS DUTY. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR, I li MASTER +60„ BEDROOM A.F.F., VERIFY it FAN _ _ _ \ 'UGHT ' I UTDOOR ERTAININC liv-0`..-_ 17,&• 1 ` i ! � GFCI \ I , L( FLOOD/ SECURITY LIGHT ON SENSOR TO POOL & SPA i LIGHTS IT I I I 1 1 __- - - SYSTEM FOR AFCI wP GFCI POOL & SPA \ I ExF \ i I z GREAT ii I II li acl I. RC3C7M i I i ( I swc AFCI _ _ AFCI GFCI i VERIFYA.F.F.;/ Z /._._.t16HT I \\\ �\ �\ _ _ _ GFCI FAN'I, FOR RANGE \ LIGHTI I`,--- FOR (� Q Z` GFCI (% RANGE HOOD 'VP - ` _ WITCH &LIGHT `.\ I I / _ - VENTILATOR vv x RECEPTACLE, 1 , I / I LTV Aa I ATTIC i I , AF- ? FOR GFCI FOR AFCI DISHWASHER ,I ExF &DISPOSAL MICROWAVE AFCI i' FOR SMALL/ r "`' REFRIGERAqTOR I APPLIANCE ' Z ' V A'I o e:fa dLi2 I ' 9Y £ I 9WC II �� T' ill I v _ _-_ __ A II,I r> Bi 6 1 1 vj;. 4 VP __ GFCI / V T �' VP 114\' it �. 1 i 3 GFCI GFCI �. GFCI Ti YhVh a~T GFC EXF I II �tl,4 FOR SMALL FOR El APPLIANCE WATER HEATER WPGFCI 4FCI 1 'GFCI ELECTRIC AFCI_._,_ _ _,_ AFCI ® I PANEL'A'05* �D a \\ DEN/ F I HANDLER 1 BEDROOM #4 11'4" x ars LlGHT,_ - - z \ RECEPTACLE, _ % ~ SWITCH & LIGHT ®_. a._FAN,. IN ATTIC it AFCI l 1, +6 " z i FOR DRYER LEI `CI i/ A.F.F.. aJCYf�� 11 j WPGFCI VERIFY !! II AFCI i, LI ENT Y 11 FOR WASHER 2_ WPGFCI AFCI T-� x 19'-s' -i_ --.-- \ - --T _ i j I _ - -- --- ----- I ELECTRIC �- -- _� F---------- ---- - ----- METER - - I I \ I I I I f2 KEYPAD WPGFCI (VERIFY EXACT LOCATION w/ ` I / OWNER) I i I 1st FLOOR ELECTRICAL PLAN 1 A301 A -A A303 A 150 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.L.O. SERVICE: 120/240/1PH A.I.C. 22,000 KW # DESCRIPTION OF CIRCUIT gRKR BRKR DESCRIPTION OF CIRCUIT10.0 #6 AHU 1 60A 12 40A CU 1 T11KW 3 4 4.4 #10 HOT WATER HEATER 25A 5 7 6 8 50A RANGE CLOTHES WASHER DISHWASHER #8 #12 #12 5.0 1.5 1.2 2.5 #10 CLOTHES DRYER 30A 9 10 20A 11 12 20A 1.5 #12 REFRIGERATOR 20A 13 14 20A MICROWAVE #12 1.5 1.5 12 SMALL APPLIANCE 20A 15 16 20A SMALL APPLIANCE #12 1.5 .9 #12 GARBAGE DISPOSAL 20A 17 18 20A WHIRLPOOL TUB BATHROOM GFCI'S EXTERIOR GFCI'S RANGE HOOD GENERAL LIGHTING #12 #12 #12 #12 #14 1.5 1.5 1.5 1.5 * 1.0 #12 RANGE HOOD 20A 19 20 20A 1.5 #12 KITCHEN GFCPS 20A 21 22 20A 1.5 #12 GARAGE DOOR OPENER 20A 23 24 20A * #14 GENERAL LIGHTING 15A 25 26 15A * #14. GENERAL LIGHTING 15A 27 28 15A GENERAL LIGHTING #14 * #14 GENERAL LIGHTING 15A 29 30 15A I GENERAL LIGHTING #14 1.5 #12 BBO VENTILATOR (OPT) 20A 31 32 20A POOL EQUIPMENT (OPT) #12 2.5 1.8 #12 IRRIGATION PUMP (OPT) 20A 33 34 20A POOL EQUIPMENT (OPT) #12 1.8 #12 IRRIGATION PUMP (OPT) 20A 35 36 20A POOL LIGHTS (OPT) SPARE #12 r.3 SPARE 37 38 SPARE 39 40 SPARE SPARE, Al 42 SPARE 29.9 SUB-) OTAL (1-41 PANEL LOAD CALCULATIONS SUB -TOTAL 22.0 * GENERAL LIGHTING 1976.0 SQUARE FEET @ 0.003 KW/SF 5.9 TOTAL PANEL KW = (SUBTOTAL 1-41 + SUBTOTAL 2-42 + GENERAL LIGHTING) 57.8 AIR CONDITIONING @ 65% 10.0 6.5 1 ST 10.0 KW (NOT A/C) AT 100% 10.0 REMAINING KW AT 40% = ((TOTAL PANEL KW - (AC @ 65%) - 10.0) * 0.40) 16.5 CALCULATED KW = (A/C @ 100%+ 1ST 10 KW + REMAINING) 33.0 KW CALCULATED AMPS = (CALCULATED KW * 1000 / 240) 137.6 A LOAD CALCULATION NOTES: 1. CALCULATED LOADS SHOWN ABOVE INCLUDE OPTIONAL POOL EQUIPMENT & BBQ HOOD VENTILATOR MOTOR. 2. IF POOL & BBQ IS NOT SELECTED AS AN OPTION, TOTAL CALCULATED LOADS WILL BE 120.3 AMPS. STANDARD ELECTRICAL LEGEND M ® SMOKE DETECTOR/ CARBON RECESSED LIGHT MONOXIDE O DETECTOR FIXTURE -pyy PULL CORD FIXTURE VP O VAPOR PROOF TTTT T REC'D FIXTURE REC'D ADJUST. c` FIXTURE E® � or LANDSCAPE UP EXHAUST FAN LIGHT CEILINGMOUNTED CEILING MOUNTED FIXTURE T JUNCTION BOX P PENDANT WALL MOUNTED FIXTURE J-BOX WALL MOUNTED O JUNCTION BOX FIXTURE / JBOX w/OPT. FLOURESCENT ' J x FAN/LIGHT LIGHT FIXTURE UNDER/ OVER FLOOD/SECURITY CABINET FIXTURE LIGHTS g ELECTRIC METER 1_�:] ELECTRIC PANEL DISCONNECT 20 AMP DEDICATED 20 AMP OUTLET ® 220 VOLT ARC FAULT CIRCUIT INTERRUPT RECEPTACLE A.F.C.L$ (SEE GEN. NOTES) RECEPTACLE GROUND FAULT (SEE GEN. NOTES) G.F.C.I. CIRCUIT INTERRUPT (SEE GEN. NOTES) RECEPTACLE W.P. G.F.C.I WATER PROOF HALFSWITCHED GFCI F& SINGLE 120V (SEE GEN. NOTES) RECEPTACLE ® TELEPHONE JACK TELEVISION JACK -ep 2-WAY WALL SWITCH -W,-E PUSH BUTTON © 3-WAY WALL DIMMER WALL SWITCH SWITCH ,® 4-WAY WALL ITC SWH FLOOR OUTLET DOORJAMB SWITCH FLOOR PHONE JACK SPECIALTY LEGEND OT AIR COND, SYS, (THERMOSTAT) TC IRRIGATION SYS. (TIMER) ❑ SECURITY SYS. (KEYPAD) O INTERCOM COM .SYSTEM (DATA PORT) COM. SYSTEM (DATA & PHONE) COVE LIGHTING JUNCTION BOX S O SPEAKERS ICI IN CABINET LIGHTING ®j SHADE JUNCTION BOX r 1 cl' TOM 1 M F LW r REVISIONS BY DATE PERMIT SETS ISSUED DWD 03.14.17 V W v O I W W r`' O O�w N C 44 4j IV voliu= .lob No. 130608' 't 9 MAR 14 2017 F 11105 M-AA JT'Tf t ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON. & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER DIMENSIONS CONTRACTORS SHALL VERIFY & B[ RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED 2017. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. MONOLITHIC FOOTING SCHEDULE REINFORCEMENT DIAMETER AND COUNT = wm SHORT WAY LONG WAY CODE 3: wo ADDITIONAL REQUIREMENTS MF-16 16" 16" # 4's Q 36" O/C BOTTOM 2 # 5's BOTTOM NO TRANSFER BARS REQUIRED MF-20 20" 16" # 4's @ 36" O/C BOTTOM 2 # 5's BOTTOM NO TRANSFER BARS REQUIRED PAD FOOTING SCHEDULE = O REINFORCEMENT DIAMETER AND COUNT z WAY LONG WAY CODE 3 w p 4SHORT ADDITIONAL REQUIREMENTS MU P33 3' 3' 12" 12" (4) # 5's BOTTOM (4) # 5's BOTTOM - P35 3' 5' 12' 12" (6) # 5's BOTTOM (4) # 5's BOTTOM ' P36 3' 6' 12' 12" (7) # 5's BOTTOM (4) # 5's BOTTOM - 4 s1 N &o Y 4 S1 lam] r ----+43.61 ------ 1 54.35 �N I I 7 S4 PAVERS ON SAND CONCRETE & CMU COLUMN SCHEDULE 8"x8" REINFORCED MASONRY COL. M5 6' `A'/ (1) # 5 REINF. BAR (30" LAPS) SEE FNDN & FRMNG PLAN FOR LOCATIONS FILL w/ GROUT - SEE STRUCTURAL NOTES. 8"x12" REINF. MASONRY FILLED CELL M812 COL.w/ (2)#6 REINF. BAR (USE 16x12 UNITS) SEE PLAN FOR LOCATIONS & SPACING FILL W/ GROUT - SEE STRUCTURAL NOTES. 12"x12" REINFORCED MASONRY M1212 COL. w/ 446S VERT. --- - FILL w/ GROUT - SEE STRUCTURAL NOTES. w/ #3 TIES @ 10" O/C 8"xl1" POURED CONC. COL. C611 w/ (4) #5's VERT. W/ #3 TIES @ 8" O/C 8"xl2' POURED CONIC. COL. C812 w/ (4) #5's VERT. w/ #3 TIES @ 8" O/C 8"x13" POURED CONIC. COL. C813 w/ (4) #5's VERT. w/ #3 TIES @ 8" O/C I 1 L J 1 S1 I /STRUCTUR 3 1 1 ❑ I I OUTDOORm rEE1 ENTERTAINING M1212 MASTER. I BEDROOM I I7 ze'-z" 7 o g C812 ❑ _- 1❑_1CM7 E■lIO POURED CONCRETE EQUIPMENT SLAB. MID REINF. SEE PLAN VEIW FOR ACTUAL REINFORCEMENT AND THICKNESS GRADE TEMP REINF. T.O.S SEE ARCH I m - w 1#4CONT. REINF . �1 QUIPMENT PAD THICKENED EDGE S 1 SCALE: 3/4" = 1' W1.4XW1.4-6/6WWM -ADD PEREVERY(L OR FIBERMESH CONCRETE 12" OF STEP w T.O.S SEE PLAN - - - - - - v 6 MIL. V.B. OVER UNDISTURBED TERMITE - TREATED SOIL 2 THICKENED SLAB @ RECESS S 1 SCALE: 3/4" = 1' L - -1- - 3 MF 1 +42.66 - - - - C812 MF-16 +44.31 �- ❑ " v ® -46.90 55.75 C813Ft" 1" 4 (NOTE: ALL FOOTINGS SHALL HAVE A MINIMUM I 3 I s1 ISOIL EMBEDMENT OF 18" AS REQUIRED BY SE TI N 10 I N 13.3 OF THE SOILS REPORT DATED JANUARY 8, 014. B S1 B FAST 10 I " offS1 1 S1 1 W a 13'-6" -_. - - - •------ --- ----i I 7 I ❑ ��y. 8" 8'-10" 8" 2'-8- 137 1 vm 7 I _. L MF-20_ 1 S1 GREAT +45.58 I -68.29 1 I I 4" THICK CONC. SLAB W/ (1) LAYERIOF W1.4 X W1.4 616 I' BEDROOM #3 i I W.I.C. W.W.M. (TO BE LOCATED 3 FROM THE TOP OF THE SLAB & I I - 1 SHALL BE SUPPORTED BY APPRO D MATERIALS OR KITCHEN I I SUPPORTS NOT TO EXCEED 3'-0" O C EACH WAY) OR I MASTER I FIBERMESH ON 6 MIL VAPOR BARR ER OVER TERMITE I _ 11 1� I TREATED WELL COMPACTED FILL 1 I 7 I F'c=2,500 PSI I 51 ------ ----------J ,I CRACK ONTROL 1 - FOOTING REINFOOMENT III /STRUCTUR N va S1 @ MID CIF SLAB (TYP.) IV I+ "$1 (ALL FIRST FLOOR CORNERS) _ - - - - - - - 7L -- 1 _n1 CLOSET i I BAtH #'; � 4„ 1 - -- - - I --- -C- --- _ _ - -_ /STRUCTUR01 aim I 1 BATH #2 ""' 1 1 I - I 2, __ 1----- S1 CLOSET OSE I I In I ce12 1 4 5" I 5 I 2 3 FOYER 1 UTILITY W 1 s1 10 I ' g l 1 10 S I M1212 - Y 2 O 1 S1 I /STRUCTUR 1 S1 S4 -1 - - S1 `� y I +45.37 1 3 +49.54 1 -I I C811 - - - - -49.59 I 53.96 i /STRUCTUR ' I 3 MF-20 BEDROOM #2 D(N/ BED OOM w� 3 1 # 1o°vlJ L -r 1 1 COVERED +4 .24 +47.6-3 +47.63 IF- L1 - - - -5 .61. - - - -51.85 I _ 6Z.38 - J ENTR r� � /STRUC UR L LOADING THIS LEVEL FIRST FLOOR - INTERIOR (138 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (55 PSF) OCCUPANCY = 40 PSF PARTITIONS:ASCE7-10: 4.3.2 = 15 PSF FIRST FLOOR - EXTERIOR (177 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (100 PSF) OCCUPANCY = 100 PSF .�w9r. .�r!•e. �wa���larJ 5 51 4 6 _ S1 6 FOUNDATION AND COL MN PLAN 2' e4- 4 -1 4" THICK CONIC. SLAB W/ (1) LAYER OF W1.4 X W1.4 6/6 W.W.M. (TO BE LOCATED 3 FROM THE TOP OF THE SLAB & SHALL BE SUPPORTED BY APPROVED MATERIALS OR SUPPORTS NOT TO EXCEED 3-0" O/C EACH WAY) OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED FILL F'c=2,500 PSI ❑ 1 3 I ❑ 1 10 l 7 III fl4,iS1 ' S1 3 \ 2- CI R GARA�E I LL i� g 4" THICK CONC. SLAB W/ O LAYER OF I a o I �� W1.4 X W1 4 6/6'W.W.M. (TO BE LOCATED vu� FROM THE TOP OF THE LAB & SHALL BE I SUPPORTED BY APPROVEP MATERIALS OR _ 1 g SUPPORTS NOT TO EXCED Y-0" O/C EACH WAY) g ORFIBERMESH ON 6 MIL VAPOR BARRIER OVER I - ' I S1 TERMITE TREATED WELL COMPACTED FILL S1 °9 ❑� I M812 F'1=2,500 PSI" M812 I +v- +37.98N NOV 3 S1 4 S1 5 \S1 EQUIPMENT PAD: 6" CONCRETE SLAB. SEE ARCHITECTURALS FOR TOP ELEVATION. REINFORCE W/ # 4's @ 15" O/C EACH 4„ WAY MIDDLE. PROVIDE (1) # 4 CONTINUOUS ALONG THICKENED EDGE. SEE SOILS REPORT FOR COMPACTION SPECIFICATIONS. VERIFY ACTUAL DIMENSIONS WITH MANUFACTURER F'c=2,500 PSI No 72471 3/14/2017 I I SEE ARCH GAR. DOOR I I 2" RAIN RISER I F p 20" 3 MONO FTG. GARAGE DOOR S1 SCALE: 3/411= 1' FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER 1-1/2" CMU WALL W/ #9 LADDER TYPE BLOCK RECESS REINF. EVERY OTHER COURSE PBY z4" z #4 TRANFER BARS (ONLY IF REQUIRED FOOTING SCHEDULE) THICK CONIC. SLAB W/ (1) LAYER OF W 1.4 X W1.4 - 616 WWM (OVERLAPPED @ z OR FIBERMESH CONCRETE. P. CLASSIC Structural Engineering w 0 Z SEE PLA O 77 GRADE 6" LAPPED AND TAPED 6 MIL. V.B. OVER UNDISTURBED TERMITE CONT REI W TREATED SOIL PER FOOTING SEE SCHED. _ SCHEDULE vOi 4 EXTERIOR BEAwRING WALL S1 SCALE: 3/4" = 1' FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER CMU WALL W/ #9 LADDER TYPE RAISE CURB TO REINF. EVERY OTHER COURSE MATCH MAIN HOUSE FINISHED FLOOR. PROVIDE 1#5 CONT AS SHOWN. #4 TRANFER BARS (ONLY IF REQUIRED woFFBY FOOTING SCHEDULE) w 4" THICK CONC. SLAB W/ (1) LAYER OF z y W1.4XW1.4-6/6WWM (OVERLAPPED @ g C OR FIBERMESH CONCRETE. b t0.. r LL w v SEE PLP IL w o , -r�-T �-- DE - FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM PROJECT# FARID@PROJECTCLASSIC.COM 1275 rn 4" THICK CONC. SLAB W/ (1) LAYER OF U w W1.4 X W1A - 6/6 WWM (OVERLAPPED @ PERIM) � a OR FIBERMESH CONCRETE. a i� IL 1. y /l T.O S I PAVERS ON SAND Y SEE PLA - - - - -/ 6 MIL. V.B. OVER UNDISTURBED TERMITE �) TREATED SOIL T TRANSVERSE REINF. J j - �I CONT. REINF. - SEE PLAN FOR SIZE SEE SCHED. SEE PLAN FOR SIZE AND SPACING AND SPACING 8 STEP DOWN AT EXTERIOR DOOR S 1 SCALE: 3/4" = 1' SAWCUT 25% THE DEPTH OF THE SLAB WITHIN 24 HOURS NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS SHALL CREATE PANELS AS SHOWN IN PLAN VIEW ALTERNATIVE 1: SHRINKAGE (SAWCUT) JOINT 25% DEPTH OF SLAB PLASTIC - OR HARDBOARD PREFORMED CONTROL JOINT NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS CONTROL JOINT SHALL CREATE PANELS AS SHOWN IN PLAN VIEW ALTERNATIVE 2: SHRINKAGE (PREFORMED) JOINT SHRINKAGE JOINT (ELECT ONE 7 OF THE TWO SHOWN) S 1 SCALE: 3/16" = 1' W1.4XW1.4-6/6WWM FILLED CELL REINFORCEMEN SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER CMU WALL W/#9LADDER TYPE REINF. EVERY OTHER COURSE -RAISE CURB TO MATCH MAIN HOUSE FINISHED FLOOR. PROVIDE 1#5 CONT AS SHOWN. 3 1 N Ii PLAN r 8"LAPPED AND TAPED - -I -----� 6 MIL. V.B. OVER - .I 1 UNDISTURBED TERMITE 6" LAPPED AND TAPED _ CONT. REINF. - Tl - �- - w TREATED SOIL 6 MIL. V.B. OVER -� PER FOOTING SEE SCHED. i UNDISTURBED TERMITE -! SCHEDULE y TREATED SOIL w • • • 0) 5 OWER AREA CURB" CONT. REINF. PER IE SCHE FOOTING SCHEDULE S1 ATER BARRIER 9 CENTERED PAD FOOTING SCALE: 3/4" = 1' S 1 SCALE: 3/4" = 1' W1.4X W1.4 616 WWM SLOPE PER PLAN r-GRADE W1.4XW1.4-6/6WWM Y SEE PLAN 6" LAPPED AND TAPE �. SEE SEE PLAN 6 M IL. V.B. OVER COMPACTED TERMITE_j f 1 TREATED SOIL 1 6" LAPPED AND TAPED - 1 #4 CONT. REINF. 6 MIL. V.B. OVER PER 12" OF DEPTH COMPACTED TERMITE 6 XTERIOR SLAB THICKENED EDGE TREATED SOIL CONT. REINF. PER FOOTING S1 SCALE: 3/4" = 1' SCHEDULE COLUMN, SEE FOUNDATION PLAN. GRADE I REYMM I lay IIMM I PERMIT SETS ISSUED DWD 03,06.17 rT� O coo U Cd VJ 0 Cry U U 0 MEMO! FL-=05 FMM-AA+oo3379 I RA SO snrmul PLYWOOD SHEATHIN FACE GRAIN TO RUN PERPENDICULAR TO SUPPORTS APA 40/20 19132" EXPOSURE J�z/ PROVIDE 2x4`4-, BLOCKING PER BLOCKING DETAIL PROVIDE 1/8" SPA AT PANEL EDGES ALL NAILS TO BE RING SHANK PRE-ENG. WOOD TRUSSES @ 24" O/C (SEE ROOF PLAN) LATERAL BRACING IF REQUIRED (SEE TYP. WALL SECTION) 1Od RING SHANK 4" ,ING 10d RING SHANK 6" NAILING 10d RING SHANK @ 4" L WOOD FASCIA (SEE BOND BEAM OR TYP. WALL SECTION) TIE BEAM (SEE 1/16" SPACE AT w/ (2) 16d TO EACH TYP. WALL SECTION) PANEL ENDS TRUSS END ROOF SHEATHING ATTACHMENT 1 DETAIL S2 SCALE: N.T.S. DIAGONALS FROM BRACED BOTTOM CHORD NAILED TO BAY AT 20'-O" INTERVALS 2x4 DIAGONALS W/ 2 - 8d NAILS REPEAT AT BOTH ENDS 2 S2 ------T/ II II BOTTOM CHORD OF BRACTCONT2"x4" HORIZONTAL BRACING TRUSSES (TYPICAL) LOCATED V-0" C/C MAX. PLAN VIEW OF END RESTRAINT 2 - 8d NAILS EACH MEMBER 2"x4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 6'-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) BOTTOM CHORD OF PRE - ENGINEERED OVERLAP @ SPLICES WOOD TRUSSES ROOF TRUSS BOTTOM CHORD BRACING SCALE:3/16"=1' FRAMING PLAN STRAP CALLOUT ADD 2#5's T.O.B 2 # 5's SEE ARCH a d d a F A 2#5's ADD # 5's 2#5' 4 2#5' 3 SECTION SCALE: 3/4" = 1' /EL 1F F -L POINT LOAD VCENft' ,q_! �Z No 72471 3/14/2017 a 1 P. CLASSIC Structural Engineering REVISIONS BY )ATE FA R I D AB U GATTAS , P.E. PERMIT SETS ISSUED DWD 03.06.17 STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM PROJECT# FARID@PROJECTCLASSIC.COM 1 1275 TRUSS STRAP SCHEDULE (SIMPSON STRONG TIE) CONNECTOR ID MARK LINES MARKS A + B 2rW CONNECTOR ID TRUSS GROUP MARK F NEEDED FOR REQUIRED STRAP TRUSS UPLIFT OR 1500 # MAX UPLIFT IN TRUSS GROUP FLORIDA ALLOWABLE LOAD LBS NAILING MARK CONNECTOR PRODUCT APPROVAL REMARKS UPLIFT (Pupy PERP. TO TRUSS I PARALLEL TO TRUSS TRUSS/RAFTER/ SEAT PLATE/TRUSS NUMBER GRAVITY(FL/RF) CAPACITY (Fl) I CAPACITY(F2) HEADER Q HETA16 FL11473 1810 (9)10d x 1-112" NAILS Op (1) FGTR FL11473 9400 8-SDS 1/4'x3' (PER ANCHOR) - 2-1/2X5 TITEN HO (CONNECTION TO GROUTED WALL PER ANCHOR ® MGT F1.11470 2970 (1) 5/8" x 12 EMBED EPDXY 22-10d NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG-FIR-LARCWSP. PINE TIMBER. 2) NAILS SHALL BE INSTALLED IN LOWER -MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP OF THE STRAP, 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPDXIED THREADED RODS SHOWN ON SCHEDULE. 4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS. 5) 0 INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR, SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH Stimno-Tie HETA DOUBLESimpson Simpson Strong- BEAM SCHEDULE *GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES. COORDINATE MASONRY OPENINGS WITH WINDOW MNFR & N.O.A. WIDTH j----I *FOR ARCHED BEAMS ADD (2) # VS DIAGONAL EACH END OF THE BEAM. ADO (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" EXTRAWIDTH. ELEVATION SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, ADD 295 MIDDLE FOR EVERY ADDITIONAL 12" OF DEPTH REQUIRED PICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH LONGITUDINAL CONTINUOUS IN EACH COURSE. LAPS TO BE 30". USE (2) #5x30"x30" CORNER BARS AT EVERY CORNER, T4NTERSECTION OR VERTICAL TRANSITION. �. vt- *FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 1 *"PCL" NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 13-0321.07 \s� *TIES AT "E.E." REFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. L — J *BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED.IF NO END TIES SHOWN, USE BALANCE THROUGHOUT THE ENTIRE LENGTH OF THE BEAM. *GC TO VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS. COORDINATE WITH GLAZING MANUFACTURER. SECTION REINFORCEMENT TIES CODE WIDTH I DEPTH ELEVATION TOP MID BOTTOM SIZE END SPACING BALANCEI REMARKS PCL 8 1 8 _ _ _ 1 # 5 PROVIDE 2 FIELD ADDED #5's ON 12" WIDE LINTELS BOND BM. 8 16 FRAMING PLANS 1# 7 1# 7 B101 12 19 +11'-V 3#5 - 3#5 #3 24" 8102 12 16 +9'-4" 3 # 5 3 # 5 #3 24" B103 8 14 +9'-4" 2 # 5 2 # 5 #3 (12) # 3 @ 5" O/C 24" B104 # 3 24" SEE DETAIL. 3/S2 8105 8 35 +11'-1" 2# 5 2 LAYERS OF 2# 5 2# 5 531 24" B 106 8 18 +9'-4" 2# 5 2# 5 # 3 24" CONCRETE BEAM PER FRAMING PLANS (REINF. NOT SHOWN FOR CLARITY). BEAM POURED MONOLITHIC WITH COLUMN. SEE COL SCHED. ACI STD. HOOK ALIGNED W/ FOOTING BOTTOM REINF. w r. X w Z Y 0 S SEE FOUNDATION ELEVATION U PLAN FOR FOOTING TYPE _ (GRADE BEAM, MONOLITHIC OR STEMWALL). 6 w x N g co W TIES ocE COL SECTION CUT SCHED. CONC. COL. 4 ANCHORAGE. S2 SCALE: 1/211= 1' #5 5 S2 #8 6 m 4„ �6 q #7 _� H1 N #6 "111�II io m ACI STANDARD HOOKS SCALE: 1/2" = 1' 0 Emq 4-J I� CC3 t� 0 nW U V] H � UU 0 S 17� ;i� 9 1_—'a: N� s:Z Afi 1 1 tl�' IIII DISCONTINUE BOND \\\)1111�/ REVJ�M BY )DATE BEAM BLOCK TO ALLOW .��\ ��, ''//,, FAR I D AB U GATTAS P . E . PERMIT SETS ISSUED OWD 03.06.17 FOR .(2)#7 CONC. -MIDDLE �`` ®V••°• TA'9'i ' VA BEAM. (2) # 7 MUST � CEN r CONCRETE BEAM SIZE REQUIRED BY • •:� r STRUCTURAL ENGINEER CONTINUE THROUGH CONC. 7318 TEXAS TRAIL BEAM UNINTERRUPTED. AND REINF. PER CONC BEAM SCHEDULE) 2. • NO 72477 4 v ° DRYWALL WINDOW PER CAULK BEAM SCHEDULE e _ BOCA RATON, FLORIDA 33487 TYP. ALUM WINDOW PLAN .g P. CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 RAISED SMOOTH � 1 OR S.G.D. JAMB rr '�.��� P.E. LICENSE # 72471, CA#29407 STUCCO ° � "e ;• .. " OF •�, ATTACH TO CONC. THRU BUCK W/ 1/4" BUCK, SEE BUCK s r�••' Structural Engineering / DIAPX13/4"GONS EMBED. DPERPIPSHEET DETAIL 1.5"MIN CLEAR //I®�ArL�`�\•� 3/14/2017 WWW•PROJECTCLASSIC.COM PROJECT# �I APPROVAL MIN.B"x8"POUREDCONC.SILLw/ /1i11111\ FARID@PROJECTCLASSIC.COM 1275 HILTI 'CRS' 099-122 UP T012' OPENING WIDTH: (1) #5 CENTERED q UP TO 15' OPENING WIDTH: (2) #5 AS SHOWN 4'-10" 4'-10" ° O COIL NAILS @ 8" 0/C J p 4" FROM CORNERS MIN. 8"x12" POURED CONC. SILL w/ EQUIREMENT OF THIS w iY P.T. 1x 3 BUCK (WINDOWS) UP TO 19' OPENING WIDTH: (2) #5 TOP & BOT — SECOND REBAR VARIES, 0 3 3 0 U SEE NOTE THIS DETAIL. a m ° P.T. 1x 4 BUCK (DOORS) _ 6"MIN BEARIN TYP. •-/ v BOTTOM BAR O -� _ CAULK (TYP.) VERTICAL REBAR IN CMU \ 1 O., °. _ _ CELL UNDER WINDOW SILL. \ STUCCO SPACED @ 48" O/C MAX. 2 \ 2 4'-10" W v ° END WITH ACI HOOK INTO \ r� SILL AS SHOWN. \ 2 3 0 V NONSTRUCTURAL BUCK CONC4'•10". WINDOW O Q TYP. WINDOW &SLIDING 6 SILL DETAIL BOND BEAM: TYPICAL BEAM DROP 3 1 GLASS DOOR JAMB DETAIL S3 SCALE: N.T.S. 1O OVER OPENINGS O ® 1,6 Q p 3 S3 SCALE: 3/8" = 1' 1 Q I w w SCALE:N.T.S. BLOCK COURSES OVER 8x16 GROUTED BOND BEAM PRECAST LINTEL (FORMED WITH TWO COURSES OF w/#4's @ 32" O/C. KNOCK -OUT BLOCK). PROVIDE (1) DRYWALL 24" LAPS F--�I--11 FURRING ,^I SPACER 30" LAP 30" LAP ° a FRAME ATTACHED TO 2X BUCK PER NOA'S O SPECIFICATIONS. U w w DOOR a' m 4„ w a BRICK ° v LL v MOLD WOOD BUCK: ATTACH TO STUCCO CONC. W/ 1/4" DIA. X 1 3/4" 1. • # 7 TOP AND (1) # 7 BOTTOM. 1 --T LINT LTY CAST ETE — (1) # 5 FIEL ALLIEDJ ON PRECAST LIN ROOF WIND ZONE DIAGRAM ZONE 1 : -44.63 PSF ZONE 2 • -74.76 PSF 0 ZONE 3 • PSF - W -74.76 3 A -ZONE : 4.98 FEET 0 3 O c br O 3 v O ^ ZONE PRESSURE DIAGRAM *��1IND 20' 4'-10" 4'-10'• 4' 4' EMBED @ 12 O/C, 6 E.E. A (2) CORNER PROVIDE MIN 2 1/4" BARS TOTAL MASONRY EDGE DISTANCE INSTERSECTING WALL CONDITION TYP. SWING DOOR (4) CORNER BARS TOTAL TYPICAL PRECAST LINTEL 2 BUCK DETAIL 7 OND BEAM CORNER BARS 11 OVER OPENINGS 4' S3 SCALE: 3/8" = 1' �T S3 SCALE:N.T.S. S3 SCALE: 1/2" = 1' O a' F+i - NOTE: SEE PLYWOOD NAILING DETAIL FOR o A VIEW SHOWING THE WOOD BLOCK FOR THE � PLYWOOD JOINTS AND HOW IT IS ATTACHED B ® e [J U 8x16 GROUTED BOND BEAM ZONE A: NAILING SCHEDULE (NON -BLOCKED DIAPHRAGM) B AO O �1 (FORMED WITH TWO r w COURSES OF KNOCK -OUT BUILDING BOUNDARY 10d @ 4" O/C OA ( / , 'V ALL OHTER PLYWOOD EDGES 10d @ 4" O/C coo BLOCK). PROVIDE (1) DRYWALL ° # 7 TOP AND (1) # 7 BOTTOM. ° ° TYP. ALUM WINDOW a OR S.G.D. JAMB _- CONC. BOND BEAM, SEE BEAM SCHEDULE FOR SIZE & _. REINFORCEMENT. °a. WOOD SCREW ° ATTACHMENT SPACED PER ° I PRODUCT APPROVAL °^ TYP. ° J q 1/4" X 3 1/4" PHILLIPS HEAD ° 0 °. TAPCONS AT 12" O/C 4" FROM Ww CORNERS =O P.T. 2x4 STRUCTURAL BUCK 4 a wg o J ° CAULK (TYP.) r O V ° STUCCO 0 a 8"x8" FILLED CELLS SEE PLAN AND COLUMN SCHEDULE FOR STRUCTURAL BUCK REINF. TYP. WINDOW & SLIDING 8 TYPICAL CHANGE IN 3 LASS DOOR JAMB DETAIL S3 BOND BEAM HEIGHT SCALE: 1/2" = 1' S3 SCALE-N.T.S. FASTEN GARAGE BUCK WITH 1/4"X3-1/4" TAPCONS @ 8" O/C STAGGERED, 4" EACH END. PROVIDE GARAGE 1" DIAMETER WASHERS ON TAPCON. DOOR P.T.2x6 WOOD CASING • ❑. ❑ ❑ (SEE PLAN) CONC. BLOCK REINFORCED FILLED CELL (TYP.) SEE PLAN FOR SIZE AND SPACING. STUCCO FINISH FILLED CELL OR POURED COL. (SEE PLAN) 4 GARAGE BUCK DETAIL 9 GAUGE HORIZONTAL S3 SCALE:N.T.S. REINFORCEMENT EVERY OTHERCOURSE (LADDER TYPE) 8"x8"xl6" CONCRETE MASONRY UNITS PRE -NOTCHED CONC MASONRY BLOCK. TYPICAL @ CONTROL JOINT LOCATION PREMOLDED JOINT FILLER SYMBOL LEGEND SYMBOL DESCRIPTION 4@6B-INNER— -7 STEEL REINFORCEMENT LEGEND: 4@6T-INNER7/ O/C / 8(g6' BOTTOM 4@6T-OUTER % -T. TOP -;-y� -OUTER: OUTERMOST LAYER -INNER: INNERMOST LAYER 4@6B-OUTER -TEMP: TEMPERATURE AND SHRINKAGE REINF. 3 SECTION MARK - DETAIL NUMBER / SHEET NUMBER S1 ROOF RIDGE LINES 4" FLOOR STEP 8333 CONCRETE BEAM CALLOUT - SEE SCHEDULE QREVISION NUMBER - SEE TITLE BLOCK FOR DATE C) REVISION CLOUD (III JOISTS OR TRUSSES - SEE SHOP DRAWINGS PARTITION a__._..-. CONCRETE COLUMN - SEE CONC. COL SCHED. ABOVEBELOW j FILLED CELL - SEE CONC. COL. SCHED. CMU WALL ONE LEVEL BELOW NEW CONCRETE SLAB NEW CONCRETE BEAM NEW CONCRETE FOOTING . TIE BEAM TRANSITION SYMBOLS + ' UPLIFT FORCES & CONNECTORS - SEE STRAP SCHED. ELEVATION MARKER - SEE ARCH PLANS FOR +0'-0" +55.06 WIND PRESSURES ON OPENINGS (GIVEN IN PSF) -66.88 CONCRETE WALL VERTICAL REINFORCEMENT. SEE FOUNDATION / FRAMING PLANS FOR LOCATIONS STORY BELOW REINFORCED MASONRY OPENING III�QiDQhi III FIELD 10d @ 6" O/C ZONE B: NAILING SCHEDULE (BLOCKED DIAPHRAGM) BUILDING BOUNDARY 1Od @ 4" O/C ALL OHTER PLYWOOD EDGES 10d @ 4" O/C AO FIELD 10d @ 6" O/C (, A O 13 LYWOOD BLOCKING DETAIL U S33 "-1' 0' 5' 10' 20' O 32 - \ w 4 4 \r�\J 4' 4' f—TwJ' AMMON PP1 M. L30M SPLICE TOP BARS ONLY OVER THE MIDDLE OF THE BEAM IN BETWEEN NOTE: SEE REINFORCEMENT SPLICE M-Q(n 05 FWM-AAQM INTERMEDIATE SUPPORTS (IF A CHART INCLUDED IN THIS SET OF 90 DEGREE ACI STANDARD HOOK SPLICE IS REQUIRED) STRUCTURAL PLANS FOR ALL IxAs, DESIGNS, REPARRRESENTED BY NTS,L PLANS INDICATED OR REPRESENTED BY THIS BRAVING ARE ON ALL TOP BARS @BEAM END q DETERMINING APPROPRIATE BEAM SPLICE BOTTOM BARS ONLY SPLICE LENGTHS. OWNED BY, 6 THE PROPERTY OF THIS OFFICE. L WERE CREATED, EVOLVED, L DEVELOPED FOR USE ON, L IN CONNECTION WITH THE SPECIFIED OVER THE INTERMEDIATE BEAM PROJECT' NONE OF SIX:H IDEAS, DESIGNS' ARRANGEMENTS, OR PLANS SHALL BE USED BY, ON SUPPORTS (IF A SPLICE IS DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE REQUIRED). WRITTEN PERMISSION OF RANDALL E STOFFT, ARCHITECTS, PA WRITTEN DIMENSIONS ON THESE • • • DRAWIG& SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY L BE RESPONSIBLE FOR ALL DIMENSIONS L CONDITIONS ON THE .GB, L THIS OFFICE MUST BE NAND OF TO EXTERIOR • • FR CONDITIONS SHOWN s WNN BY THESEmOM THE RAWINNGGS. SHOP FACE OF STD, HOOK DETAILS OF ADEQUATE SCALE MUST BE SUBM,TTED TO THIS OFFICE FOR APPROVAL BEFORE • • • PROCEEDING WITH FABRWATMN ON ITEMS SO NOTED, 62017, ALL RIGHTS RESERVED RANDALL SEC. A -A �6"MIN INTO SUPPORTS STIRRUPS w A > 1-1/2" CLEAR CONC COVER LLJ LJLJ LJ LJ LJLJ LJS O V L1 = CLEARSPAN TO THE TIES ON ALL ELEVATED BEAMS TYPICAL VERTICAL REINF @ 3" CLEAR COVER ON ALL GRADE EACH SIDE OF CONTROL CMU TYPICAL TERMINATE (1) BOTTOM BAR WITH GRADE g JOINT IN SOLID GROUTED 90 DEG.0 BEAM ACI STANDARD HOOK % SIDES CAST AGAINST SOIL CELLS l� 9 REINFORCEMENT DETAIL ES3 TYPICAL MULTI SPAN BEAM REINFORCING DETAIL 5 MASONRY WALL CONTROL JOINT S3 SCALE: N.T.S.� S3 SCALE: N.T.S. SCALE: N.T.S. CONCRETE REINFORCEMENT (AC1318-11, 315, LRFD) ABBREVIATION LEGEND: LW -LONG WAY 11II) RBV19M BY DATESTRUCTURAL NOTES TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED CONTINUOUSLY (WITHOUT ADDL - ADDITIONAL LRFD LOAD AND RESISTANCE FACTOR DESIGN FART D ABUGATTAS P.E. BREAKS OR INTERRUPTIONS) IN ALL AREAS OF THE SLAB AND RUNS PERPENDICULAR TO THE MAIN AB - ANCHOR BOLT LL -LIVE LOAD \\\\®•�:��JIJ� PERMIT SETS ISSUED DWD 03.08.17 REINFORCEMENT. OVERLAP TEMPERATURE BARS WHERE NEEDED AMIN OF 24" ACI - AMERICAN CONCRETE INSTITUTE LLBB -$TEFL ANGLES WITH LONG LEGS BACK TO �\••��•••�` f GENERAL AISI AMERICAN IRON AND STEEL INSTITUTE BACK (� STRUCTURAL ENGINEER ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALL TAKE CONCRETE REINFORCEMENT BARS, STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM A-615 (GRADE AISC -AMERICAN INSTITUTE OF STEEL MCJ -MASONRY CONTROL JOINT „�, i PRECEDENCE OVER STRUCTURAL ITEMS IN OTHER TRADES' PLANS . 60). REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL STEEL SHALL CONSTRUCTION MO - MASONRY OPENING NO 72471 EXCEPTION: NOTES IN OTHER TRADES' PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM CONCRETE CONFORM TO ASTM A-706 (GRADE 60). REINFORCING BARS CONTAINING A LIGHT COAT OF RUST SHALL BE AL - ALUMINUM MFR -MANUFACTURER -• -� { 7318 TEXAS TRAIL - STRENGTH FOR FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN. ALLOWED. ASD - ALLOWABLE STRESS DESIGN MIN MINIMUM BOCA RATON ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS PROJECT. SAL - BALANCE, REMAINING MID - MIDDLE , FLORIDA 33487 BP - BASE PLATE MISC - MISCELLANEOUS - P. CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 REQUEST FOR INFORMATION NTS NOT TO SCALE . � � FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX. � PLEASE USE HAND SKETCHES AND OTHER VISUAL/WRITTEN METHODS TO COMMUNICATE A CONSTRUCTION CANT 80 CANTILEVERED O/C - ONCENTERSPACING \��� ' P.E. LICENSE # 72471 CA#29407 ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES. CIP - CAST IN PLACE OD - OUTSIDE DIAMETER S • •• " G\\� Structural Engineering' QUESTION. SEND TO US VIA EMAIL OR FAX. WELDED REINFORCEMENT SHALL CONFORM TO AWS D1.4 OR BE ASTM A706 GRADE 60. CL - CENTERLINE PT - PRESSURE TREATED WOOD JJ sI®�A` `i \\\ 3/14/2017 WWW.PROJECTCLASSIC.COM PROJECT# ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO). CLG - CEILING PSI - 1 LB PER SQUARE INCH@PROJECTCLASSIC.COM 1275 CONTRACTING NOTES ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR. CUR - CLEAR PSF - 1 LB PER SQUARE FOOT • GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEY CONC - CONCRETE PLF - 1 LB PER LINEAR FOOT INTERACT WITH OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P., ETC). ALTHOUGH TRADE CONCRETE COVER SHOULD BE AS FOLLOWS UNLESS NOTED OTHERWISE: COL -COLUMN PL -PLATE STEEL ANGLE: COORDINATION HAS BEEN PERFORMED, THIS OFFICE SHALL BE CONTACTED IMMEDIATELY IN CASE THE CJ - CONTROL JOINT / CONSTRUCTION JOINT R.S. -RING SHANK NAIL 12" CMU WALL AHU HANGER: L3X3X1/4x8" H BOLTS. RC - REINFORCED CONCRETE 3 114"0 THROUG CONTRACTOR FINDS ANY MISSING AMBIGUOUS UNCLEAR OR CONFLICTING INFORMATION. CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUND: CONN. -CONNECTION W/ #9 LADDER TH ¢J HEADED RODS AT UNDERSIDE. ( ) - • THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND SEALED ALL BAR SIZES 3" CMU REINF REINFORCEMENT -CONCRETE MASONRY UNIT TYPE REINF THREADED END AT TOP, SECURE WITH NUT ELDED OR FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL: DBA - DEFORMED BAR ANCHOR SDS •SELF DRILLING SCREWee STRUCTURAL PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS. EVERY OTHER OTHERWISE LOCKED TO ROD) STD -STANDARD #5 BARS OR SMALLER 1-1/2" DET - DETAIL COURSE 4 TOTAL TO SECURE TO 2 TRUSSES 1.5" ALL OPENINGS BELOW 60'-0" BE PROTECTED FROM IMPACT OF WINE DEBRIS SLBB - STEEL ANGLES WITH SHORT LEGS BACK TO • GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIESS RELATED TO WORK SAFETY. ALL OTHER BAR SIZES 2" DL -DEAD LOAD BACK • CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS IN FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND DIA - DIAMETER SLABS, CAST IN PLACE WALLS DIM - DIMENTION SCHED- SCHEDULE EXCESS OF THEIR CAPACITY. EA - EACH SJI - STEEL JOIST INSTITUTE o W • THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR BEAMS AND COLUMNS 1-1/2" SDI - STEEL DECK INSTITUTE - FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURAL PLANS. E.E. EACH ENDEW- EACH WAY SW -SHEAR WALL .. COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS. SW - SHORT WAY THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1 °k AMOUNT OF REBAR TO BE USED AT THE DISCRETION EWTB -EACH WAY TOP AND BOTTOM TON - 2000 LB PROJECT SPECIFIC CODES USED: OF THE STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS FOUND TO BE EF - EACH FACE TYP -TYPICAL ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE, 2014. EJ - EXPANSION JOINT w TRUSS TOP THIS IMPLIES THE USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER CONFLICTING ITEMS). CRITICAL DURING CONSTRUCTION. T/ • MEMBER'S TOP ELEVATION O A FBC - FLORIDA BUILDING CODE w CHORD F('•_il ) FF -FINISHED STRUCTURAL FLOOR ELEVATION TlSTRUCTURE -THE TOP ELEVATION OF THE CONCRETE GROUT ALL h ALL OTHER TRADES PLANS SHALL BE VERIFIED TO IDENTIFY THE LOCATION OF DEPRESSIONS, RECESSES, FR - FINISHED STRUCTURAL ROOF SLAB, BEAM OR PLYWOOD. ARCHITECTURAL FINISHES CELLS BELOW w PROJECT PLANS, DETAILS & ARCHITECTURAL BACKGROUNDS PIPES, PENETRATIONS, SLEEVES, ETC. FNDN FOUNDATION ARE APPLIED ABOVE THIS ELEVATION, F.F. P. I- - _ _ _- _ u ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED. DETAILS TS -TUBE STEEL (HOLLOW STRUCTURAL \' FRMNG - FRAMING O I- 1`/1 THAT REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE PRECEDENCE IN ALL ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH ELEVATION SECTION) I O CONFLICTING ITEMS. CONCRETE EPDXY BONDING AGENT APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS. FTG - FOOTING TOS - TOP OF SLAB Q� PAVERS ON SAND ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADE'S DRAWINGS (ELEVATIONS, PARTITION GA -GAUGE TOB -TOP OF BEAM LOCATIONS, ETC) HAVE BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY. REFER TO THE ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT, LAITANCE, DEBRIS, - NOTED OTHERWISE v GC -GENERAL CONTRACTOR LINO UNLESS NOT _ I I I AIR HANDALING CORRESPONDING TRADE'S PLANS FOR FINAL LAYOUTS AND DETAILS, ETC, PRIOR TO THE PLACEMENT OF ANY CONCRETE. HS -HEADED STUD /NELSON STUD U= -UPLIFT VALUE IN LB FIN. GRADE. _ I UNIT DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THE DIMENSION HC - HOLLOWCORE VERT -VERTICAL REINF _ V J NEEDED IS UNAVAILABLE, PLEASE CONTACT THIS OFFICE. HANDRAILS AND GUARDRAILS HDG -HOT DIPPED GALVANIZED VIF -VERIFY IN FIELD �� - -PER - T' M'•-� TO BE DESIGNED ACCORDING TO ASCE 7-10 SECTION 4.5.1: ABLE TO RESIST MOST STRINGENT OF LINEAR LOAD HSS -HOLLOW STRUCTURAL SECTION VB _ VAPOR BARRIER SCHED. W/ WITH - - - , I , F 5 LB FT OR 2 0 LB APPLIED IN ANY DIRECTION AT THE T P. INTERMEDIATE PICKETS T BE ABLE T RESIST KLF - 1000 PER LINEAR FOOT GRAVITY LOADING (ASCE 7-10, CHAPTER, TABLE C3.1 & C3.2) o o / oo c o oWWF -WELDED WIRE FABRIC � I A SINGLE POINT LOAD OF 50 LB. KO -KNOCK-OUT ., _ W L- I _ _ _ _ - _ _ _ W SEE GRAVITY LOADING CHART FOR DESIGN LOADS. 0 - DIAMETER x STEEL I- - -� F=LJ( KSI - 1000 LB PER SQUARE INCH 1 KIP - 1000 LB O STUD: - J 1 WIND LOADING (ASCE 7-10) INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED FOR A UNIFORM HORIZONTAL - w LOAD OF NOT LESS THAN 25 POUNDS PER SQUARE FOOT (1197 PA) OVER THE GROSS AREA OF THE GUARD, " 40OS200-68 EXPOSURE D D 70 MPH 3 SECOND GUST BY DEFLECTION.4REACT REACTIONS RESULTING FROM HLIS RLOADING NEED NOT BE ADDED TO THE LOADING RICTION SCHEDULE L _ , �' (4"x0.2"-14GA) C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WIND ( ) � BUILDING TYPE= ENCLOSED, RIGID SPECIFIED IN R4403.3.6.1 1N DESONING THE MAIN SUPPORTING MEMBERS OF GUARDS.MRH-- -- .9D' 3 CMU AND PAVERS CATEGORY = II ABRUPT DIFFERENCES IN AND AROUND BUILDINGS WHERE THE WALKING SURFACE HEIGHTS EXCEEDING 30" _ _ _ KD=0.85 - EITHER ASD OR LRFD LOAD COMBINATIONS PER ASCE7-10 HAVE BEEN USED FOR DESIGNING THE SHALL BE PROVIDED WITH SAFEGUARDS NOT LESS THAN 42' IN HEIGHT. ------------- STRUCTURE - - - - - - VARIOUS STRUCTURAL ELEMENTS IN THIS PROJECT, C M INTERNAL PRESSURE COEFFICIENT= +/- 0.18 SAFEGUARDS MAY BE OMITTED ON DOCKS, SEAWALLS AND DECORATIVE FOUNDANS WHERE THE LOWER S4 SCALE: 1 /2 1 O LEVEL IS THE WATER SURFACE. COMPONENTS & CLADDING DESIGN WIND PRESSURES: SAFEGUARDS IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL PROVIDE PROTECTION FOR TRUSS BOTTOM CHORD WALLS: CHILDREN BY PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOP 9'-4" HEIGHT RAIL WHICH WILL REJECT 4-INCH (102 MM) DIAMETER OBJECT; PERMITTING, HOWEVER, SUCH ORNAMENTAL PROVIDE 3/4" CDX PLYWOOD 4 AHU UNIT ZONE 4 = +q2.2 PSF, -48.1 PSF FILLERS TO HAVE INDIVIDUAL OPENINGS NOT EXCEEDING 64 SQUARE INCHES (413 CM2) IN AREA. SERVICE FLOORING TO ZONE 5 = +42.2 PSF, -53.8 PSF WHERE A BALUSTRADE IS USED TO COMPLY WITH THE REQUIREMENTS OF THIS PARAGRAPH, THE MAXIMUM SERVICE AHU. PLYWOOD SEAR$OTTO CHORDSVER TOP OF AN S4 OUNTING DETAIL 11'-1" HEIGHT CLEARANCE BETWEEN THE BOTTOM RAIL OF THE BALUSTRADE AND THE ADJACENT SURFACE SHALL NOT BOTTOM CHORDS AND ZONE 4 =+41.6 PSF, -45.6 PSF EXCEED 2 INCHES (51 MM). FOR SAFEGUARDS ON STAIRS, THE 2-INCH (51 MM) CLEARANCE SHALL BE FASTENED WITH 8d's @ 8" O/C. N ZONE 5 =+41.6 PSF, -57.8 PSF MEASURED FROM THE BOTTOM RAIL OF THE BALUSTRADE TO A LINE PASSING THROUGH THE TREAD NOSINGS. LAMINATED GLAZING WILL BE PERMITTED AS AN EQUAL ALTERNATE TO PICKETS, IF TESTED BY AN SCALE: N.T.S O ROOF: SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT, SIZE AND PRESSURE. ACCREDITED LABORATORY TO SATISFY THE RESISTANCE REQUIREMENTS OF THIS CODE FOR WIND, LIVE AND KINETIC ENERGY IMPACT LOADING CONDITIONS. a DEFLECTION DESIGN CRITERIA AREAS IN ALL OCCUPANCIES FROM WHICH THE PUBLIC IS EXCLUDED REQUIRING SUCH PROTECTION MAY BE INSTALL A PAIR OF SIMPSON ALL MEMBERS (BEAMS, SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED AND SHALL PROVIDED WITH VERTICAL BARRIERS HAVING A SINGLE RAIL MIDWAY BETWEEN ATOP RAIL AND THE WALKING SURFACE. PRE -ENO. ROOF SHEATHING PER PLAN GBC CLIP ANCHOR EACH CLIP BE DESIGNED BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR: TRUSSES @ 24" O.C. W/ 5-8d NAILS TO TRUSS • TOTAL LOAD: SPAN 1240 WOOD (AF&PA NOS 2012, ASD) SEE APPROVED AND 7-8d HAILS TO KICKER • REINFORCED CONCRETE ELEMENTS: LIVE LOAD + LONG TERM SPAN 1360 • WALL / MULLIONS: L 1175 STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE #2 WITH MAXIMUM MOISTURE CONTENT OF 19%.. SHOP DRAWINGS. • OTHER ELEMENTS: LIVE LOAD: SPAN 1480 COMMON NAILS TO BE USED, U.N.O., (8d=0.131"0, 10d=0.148"0, 16d=0.162"0). ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS: LIVE: U240, TOTAL: U180 PER FBC TABLE 1604.3 TIMBERS TO BE SOUTHERN PINE. NOTE: SEE ARCHITECTURALS 12 LUMBER TO BE PRESSURE TREATED OR OTHERWISE SEPARATED WITH A MOISTURE BARRIER ( SUCH AS NOT USED FOR ROOFING TYPE. SEE SHALLOW FOUNDATION (SOIL PRESSURE:ASD, FOOTING DESIGN: LRFD) BUILDING PAPER OR GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES. ALL SOUTHERN PINE WOOD OR PLYWOOD EXPOSED TO THE EXTERIOR TO 8E PRESSURE TREATED. ARCH PRE NG. TRUSSES 1W'1 i S4 Q 2 " D/C 1 BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,500 PSF. ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADE DESIGNATION. NO STAMPED yA SITE PREPARATION (ANY DE-MUCKING,DE-WATERING, PRE -CONSOLIDATION, COMPACTION, PRESCRIBED MEMBER SHALL BE USED IF MEMBER HAS BECOME DEFECTIVE. �T _ TESTING OR ANY OTHER PROCEDURE, PRECAUTION OR RECOMMENDATION, AS OUTLINED IN THE SOILS ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER. SEE PLYWOOD NAILING DETAI W REPORT) TO BE PERFORMED PER SOILS AND SUBSURFACE INVESTIGATION: FOR WOOD FRAMED WALLS, STAGGER THE TOP PLATE JOINT LOCATIONS 24" OR MORE. SCALE: N.T.S. FOR NAILING PATTERN. , - . - - 2"x4" KICKER @ 24" C/C 2'W" KICKER @ 24" C/C EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25% WHEN NEEDED TO ACCOMMODATE OTHER TRADES. REFER TO SITE DEVELOPMENT PLANS FOR SOIL BORINGS REPORT DATED JANUARY 8, 2014 BY GFA INTERNATIONAL WOOD TRUSSES (PRE-ENGINEERED) TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW FINISHED GRADE. BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200LB ALONG ANY T TIE 2"x4" BLOCKING a-•1 4 BEAM 24" C/C W/ BOND BM OR TIEBEAM (� PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES. PANEL POINT. TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE TO MAINTENANCE WORKERS PER FBC TABLE PER 22--16D EACH WHERE ADJACENT TO RETAINING WALLS OR POOL WALLS, BASE OF FOOTINGS SHALL BE DEEP ENOUGH AS TO 1607.1. BE LEVEL WITH THE FOOTING/BASE OF THE ADJACENT RETAINING WALUPOOL. FRAMING BOTTOM CHORD BRACING ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT, U.N.O. STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES, GIRDERS AND ANY CONNECTIONS REQUIRED PLAN AND LATERAL RESTRAINTS I+•I THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE, INSPECT, VERIFY AND/OR BETWEEN THEM ARE TO BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THE FORM "A" STRAP W/ U i CORRECT ANY SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED STRUCTURE. OF SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ENGINEER OF RECORD SEE TYPICAL DETAILS. THE CONTRACTOR SHALL DE -WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY SOIL. FOR GENERAL COMPLIANCE WITH INITIAL LAYOUT AND DESIGN PARAMETERS. SEAT NAILS VIBRATORY COMPACTION EQUIPMENT WILL CAUSE VIBRATIONS THAT WILL TRAVEL TO NEIGHBORING TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING PLANS SEE ARC 6 WALL BRACING DETAIL PROPERTIES AND CAUSE DAMAGE AND DISRUPTION. VIBRATION LEVELS SHALL BE MONITORED DURING BYTHE ENGINEER OF RECORD. B" MIN DEPTH OPERATIONS TO GUARANTEE A MAXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF �� ADJACENT PROPERTIES. THE CONTRACTOR SHALL CONSIDER PERFORMING A CONDITION SURVEY OF TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING PRESSURES. SCALE: 1 /211 - 1 i ADJACENT PROPERTIES BEFORE AND AFTER COMPACTION OPERATIONS IN CASE DAMAGES OCCUR THAT WILL ° TYPICAL NEED TO BE REPAIRED. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN e e CONCRETE OR GROUT HURRICANE TIES. 4-1 ACCORDANCE WITH THE FOLLOWING STANDARDS. FILLED CMU SEE STRAP SCHEDULE ROOF C 3000 PSI CONCRETE (ACI 318-11, 315-08, LRFD) DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85); DESIGN ° 3 114" � READY MIX CONCRETE TO ACHIEVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI FOR ALL STRUCTURAL a° n BOND BEAM ^ ELEMENTS (INCLUDING, BUT NOT LIMITED TO FOOTINGS, SLABS, BEAMS, COLUMNS) UNLESS OTHERWISE SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80); BRACING - ° 1 1/4" WOOD TRUSSES: COMMENTARYAND RECOMMENDATIONS (BWT 76); HANDLING AND ERECTING WOOD 4 TRUSS TO H\ w NOTED ON THE STRUCTURAL PLANS. SLABS ON GRADE SHALL BE PERMITTED TO BE POURED WITH 2500 PSI to CONCRETE. TRUSSES: COMMENTARY AND RECOMMENDATIONS (HIS-91). 5" a g 1/y' FOR DIA. HOLES 4" THICK CONC. SLAB W/ (1) a FOR 5/6" DIA. a' •P-I 0 DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRUSSES PER THE BELOW MIN °EMB BOND BEAM LAYER OF RLA X ED - E w w SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC: SHALL COMPLY WITH ASTM A-185. THROUGH BOLTS WWM (OVERLAPPED 4 P/6 0_' OIL REQUIREMENTS. MATERIAL SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD OR 3/8" PLYWOOD. ° REINFORCED CMU WALL - d FABRIC SHALL BE PLACED }FROM THE TOP OF THE SLAB. LAPS SHALL BE 6" MIN, W WM SHALL BE OVERLAPPED FOR WOOD ROOF TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBC 717.4.3 SUCH THAT ANY HORIZONTAL N UU C 30" AT PERIMETERS. SEE FOUNDATION AND FRAMING 5 D ETA' L AREA DOES NOT EXCEED 3000 SOFT. a CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURE THE MIX IS TO BE PLACED. FOR WOOD FLOOR TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBCR 30212. SUCH THAT ANY HORIZONTAL A PLAN FOR VERTICAL AREA DOES NOT EXCEED 1000 SOFT. O REINFORCEMENT DIAMETER AND A n = , LOCATION. S4 SCALE: 3/4 1 SEE FLA U s~ TOS CONCRETE PLACEMENT - - - AC134T2R-10, 4.5: NO WORKER SHALL BE ALLOWED DIRECTLY UNDER THE FORMS DURING CONCRETE MASONRY (TMS402-11/ACI 530/ASCE 5, ASD) ° "v SEE TYPICAL DETAIL FOR PLACEMENT. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE a O LADDER TYPE REINFORCEMENT. - - T.- .T-.:--.. w �1 CURING AGENTS USED ON ROOFS SHALL BE CHECKED FOR COMPATIBILITY WITH ROOFING MATERIALS. WITH ACI 530/ASCE 5/TMS 402-11, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE ° ••P�y COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. v ° n' 6 MIL. V.B. OVER v y CONCRETE TESTING COMPACTED TER MITE-' w QUALIFIED FIELD TESTING TECHNICIANS SHALL PREPARE SPECIMENS REQUIRED FOR CURING UNDER FIELD MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET _ ° i� TREATED SOIL l UU - CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING SPECIMENS FOR AREA OF INDIVIDUAL UNITS PER FBCR 606.4. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING LABORATORY STRENGTH TESTS. BOND U.O.N. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. ALL CMU WALL UNDERGROUND SHOULD BE SOLID _ - ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY, ONE TEST (CONSISTING OF GROUTED 0 M TRANSVERSE REINF. - J LE _ CONT. REINF.BREAKING 2 VO DIAMETER x 12" HIGH CONCRETE CYLINDER SAMPLES, MOLDED AS PER ASTM C31 AND , L SEE PLAN FOR SIZESEE PLAN FOR SIZE O E SCHED. TESTED PER ASTM C39) SHALL BE PERFORMED ACCORDING TO THE MOST FREQUENT OF: ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM ° AND SPACING AND SPACING • ONCE A DAY COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS, NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR T ALUMINUM SCREEN • ONCE EVERY 150 CUBIC YARDS THIS PROJECT. MORTAR MAY BE RE -TEMPERED WITH WATER TO REGAIN WORKABILITY FOR NO MORE THAN 2.5 ° ENCLOSURE �p� ST E P DOWN AT EXTERIOR DOOR B�P� • ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA HOURS AFTER INITIAL MIXING. ° a° (ALL ATTACHMENTS ( Q 1 7 nnv 14 nnv AND 28 nnv TEST REPORTS SHA, , e = PPnnen GROUT SHALL BE A HIGH SLUMP MIX (8"-11"11N ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A 3IA" FTI PI ATF TO CONCRETE \ n A JIi NO• L M FOR REVIEW. THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO 8E ON SITE AT THE TIME OF MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE POUR AND INDEPENDENTLY COLLECT CYLINDERS AND PERFORM COMPRESSIVE TESTING. 3000P51 CAST IN PLACE CONC. NORMAL ROOF UPLIFT , °a ° SIDE VIEW STRUCTURE BY SCREEN MANUFACTURER) J4'F 6UALt: 3/4" - 11 PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE (LBS) (LBS) (LBS) IF LESS THAN 50 CUBIC YARDS ARE USED FOR A SINGLE CLASS OF CONCRETE, TESTING IS NOT REQUIRED IF FOR ALL EXTERIOR WALLS. THIS REINFORCEMENT SHALL EXTEND MIN 4" INTO ALL CONCRETE COLUMNS. TWIN. CONC. EDGE FILLED CELL REINFORCEMENT 100ro 25i0 -------j 21,000 26,250-19,000 SUFFICIENT EVIDENCE IS PROVIDED TO THE BUILDING OFFICIAL. IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) ALL CONCRETE MASONRY, TIE I I PAVERS ON WELL COMPACTED I I SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR ��� BEAMS TIE C01 I TUNA LTC SHALL BE INSPECTED RV A REGISTERED LNG!NFLR BEFORE CONCRETE POUR - --------... - ---....----...-' -----....---'-'---' - -- -- _..-._. _... UPON INSPECTION APPROVAL, AN ENGINEERING SIGNED, SEALED AND DATED LETTER WILL BE PROVIDED TO CONCRETE OR GROUT DIAMETER CONCRETE SCREWS SHALL BE HILTI KWIK-CON II (NOA#12-W25.05) EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILT[ KWIK BOLT 3 OR EQUAL. THE GENERAL CONTRACTOR AS REQUIRED BY THE AHJ, NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REINFORCING BAR. 1/4" 1/;4" - - ° FILLED CMU CMU WALL W/ #9 LADDER FL-1=0S FIRM AA00:M ALL IDEAS, a PLANS a, -' TYPE REINF. EVERY NOMINAL AND TRUE THICKNESS MEMBERS IN THE HIGH VELOCITY HURRICANE ZONE BROWARD AND DADE COUNTIES FOR REINFORCED UNIT MASONRY, ( ) v 3/4" DIA. HILTI "HAS" OTHER COURSE R REPRESENTED ENTEDARRANGEMENTS,THIS OWNED INDICATED OR REPRESENTED BY THIS OFFING ARE OWNED BY, a THE PROPERTY ff THIS OFFICE a THE FOLLOWING ARE MEMBERS IN WHICH THE NOTED THICKNESS AND WIDTH IN PLAN AND SCHEDULE IS MANDATORY INSPECTION REQUIRES A LEVEL B QUALITY ASSURANCE PROGRAM AS DESCRIBED BY MSJC THREADED ROD, - _ WERE CREATED, EVOLVED, L DEVELOPED FOR USE ON, a w CONNECTION WITH THE SPECIFIED INTENDED TO BE THE EXACT MEASUREMENT OF THE ACTUAL BUILT MEMBERS. TABLE 4, WHICH STATES THE GENERAL CONTRACTOR SHALL PROVIDE TO THE INSPECTOR CERTIFICATES OF N DRILL 13/16" DIA. x 6" AND _ _ W1.4 X W 1.4 - 6I6 W WM PROJECT. NOW OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL DE USED BY, OR • ALL CONCRETE SLABS MATERIALS USED IN MASONRY CONSTRUCTION, SUCH AS MASONRY BLOCK COMPLYING WITH ASTM C90, THE ' EPDXY IN- DISCLOSED TO ANY PERSON, FIRM, OR COPPORATM • INTERIOR CONCRETE BEAMS AND COLUMNS MINIMUM NET COMPRESSIVE BLOCK STRENGTH OF AND THE GRADE OF STEEL DEFORMED 15 ° 13/16"DIA. HOLES PLACE WITH HILTI HY150 - II FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT. 1 • FOOTINGS, GRADE BEAMS AND PILES INSPECTOR REINFORCEMENT TO BE ASTM A615. THE SPECIAL INSPECTOR SHALL VERIFY GROUT SPACES, LADDER TYPE FOR 3/4" DIA ANCHORS (1 )#5'CONT. GRADE ARCHITECTS, PA WRITTEN IBEHSMNS ON THESE A • STRUCTURAL STEEL MEMBERS COLUMNS, BEAMS AND CONNECTION MEMBERS) REINFORCEMENT, REINFORCEMENT DIAMETER AND LOCATIONS FOR WALLS, TIE BEAMS AND CONCRETE 1/4" STL PLATE U.N.O. #4's 36" O/C _ BOTTOM DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY L RE COLUMNS. O BOTTOM - T.O.S RESPONSIBLE FOR ALL DINIONSIONS L CONDITIONS THE FOLLOWING MEMBERS HAVE THEIR NOMINAL DIMENSIONS NOTED AND THE ACTUAL DIMENSION VARIES: c - SEE PLAN ON THE JOB, a THIS OFFICE MUST DE NOTIFIED OF ANY VARIATIONS FROM THE DDIENS AND LJ • CONCRETE COLUMNS AND TIE BEAMS IN -LINE WITH MASONRY WALLS, WHERE THE COLUMN THICKNESS SHOP DRAWINGS: TYP 8"x8" CONCRETE INS CONDITIONS SHOWN THESE } SHALL MATCH THE WALL NET THICKNESS. FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES HAVE 1/4 FOOTING - �_ OADEQUATE M�is"i'aEssuDNlrrED TO THIS OFFICE FOR APPROVAL BEFORE DRESSED LUMBER STAMPED AND: ` PROCEEDING WITH FABRICATION ON ITEMS SO • GENERAL CONTRACTOR HAS VERIFIED: 0 _ B 6" LAPPED AND TAPE0. - l' NOTED. ®20V. ALL RIGHTS RESERVED RANDALL INTERIOR PARTITIONS -FIELD DIMENSIONS v I W+1" I 3 PLY =W= 5Y8" 6 MIL. V.B. OVER FBCR4403.7.7 PERMANENT, FULL -HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED TO RESIST A LATERAL LIVE LOAD NOT LESS THAN 5 POUNDS PER SQUARE FOOT (239 PA) AND IF SHEATHED WITH LATH AND -AS BUILT VARIATIONS WHICH MAYAFFECT CONNECTION DETAILS -GENERAL COMPLIANCE WITH THE APPROVED PLANS w 4---I A 4 PLY =W= 7Yg" 2' COMPACTED E 1' PLASTER, DEFLECTION AT THIS LOAD SHALL NOT EXCEED L/380. • ARCHITECT HAS VERIFIED: $ II 7 SCREEN ENCLOSURE LERMI{ TREATED SOIL 111� - TOP VIEW I -INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILING HEIGHTS, COFFERS, VAULTS '\ V' ^ S4 FOOTING DETAIL CONSTRUCTION JOINTS ANDANYOTHERGEOMETRICALCEILINGFEATURES. -LENGTH OF OVERHANG, RIDGE LINES AND ROOF PITCH FRONT VIEW A CONTROL AND CONSTRUCTION JOINT LAYOUT SHALL BE PROPOSED BY THE GENERAL CONTRACTOR FOR-MINIMUMAREAS FOR STORAGE SPACES. CONT.REINF. I, REVIEW BY THIS OFFICE. ALL INTERMEDIATE STEEL COLUMNS SHALL BE ISOLATED BY JOINTS AS DEPICTED BY -EXTERIOR WALL RECESSESED SCALE. 3/4H - 1 • S PER FOOLE� _ S 4 THEINCLUDEDTHIS SET OF WIDTHORLENGTH F SLAB PANELS (DELIMITED JOINTS) SHABE WITHIN HE OF 24 TO 36 TIMES THE THICSS OF THE GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNED AND SCH-, _ _ _ _ _ _ L _ I_ _I -- -' SEALED BY THE DELEGATED ENGINEER FOR APPROVAL. CONTRACTOR TO ANTICIPATE FOR TIME OF REVIEW, BUCKET J�GIRDER DETAIL p DRAINAGE ALL EXTERIOR FLAT SURFACES SHALL BE SLOPED TO DRAINS AS SHOWN IN THE ARCHITECTURAL DRAWINGS. ADJUSTMENT AND RESUBMITTAL. SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH THE DESIGN PARAMETERS SPECIFIED IN THESE PLANS BUT IN NO CASE LESS THAN THE MINIMUMS REQUIRED 9 C ENTERED PAD FOOTING f BY HE ALL ELEVATED ENCLOSED SURFACES SHALL BE PROVIDED WITH SCUPPERS PER ARCHITECTURALS. ABOVE MENTIONED CODES. DESIGN PARAMETERS USED AND ALL LOADS FROM SPECIALTY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED IN THE REVIEW PACKAGE. J'f•t SCALE: 1-1/2" - 1' C� S4 O - - SCALE: 3/411 = 1 I Q j PLYWOOD SHEATHING PROVIDE III SPACING DIAGONALS FROM BRACED FACE GRAIN TO RUN AT PANEL EDGES ALL NAILS TO BE RING SHANK BOTTOM CHORD NAILED TO BAY AT 20'-0" INTERVALS 1111 1I If f� _ REV19MM Iff DAM SUPPORTS PERPENDICULAR TO 2x4 DIAGONALS WI 2 - 8d NAILS REPEAT AT BOTH ENDS ` ♦ Q ABV' I`'i�'i ..,, FA R I D A B U GATTAS , P . E . PERMIT SETS ISSUED DWO 03.08.17 Ill EXPOSAPA URE 1�NBF " •� i /j/ PRE-ENG.WOOD TRUSSES No7247, - V (�t STRUCTURAL ENGINEER @ 24- O/C (SEE ROOF PLAN) _ _ _ 1 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 SEE FRAMING PLAN /m \ � PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 OR STRAP CALLOUT P ,-• ` " CLASSIC Structural Engineering P' 71, CA#2940 E. LICENSE # 724 7 — — — — — — — — — — — - g S VV M/.PROJECTCLASSIC.COM PROJECT# s;• 3/15/2017 FARID P � CONT.2"x4" HORIZONTAL @ ROJECTCLASSIC.COM 1275 BOTTOM CHORD OF BRACING TRUSSES (TYPICAL) LOCATED 61 MAX. LATERAL BRACING IF REQUIRED (SEE TYP. PLAN VIEW OF END RESTRAINT ADD 2 # 5's r.o.6 PROVIDE 2x WALL SECTION) BLOCKING 2 - 8d NAILS EACH MEMBER SEE ARCH PER BLOCKING ILING SCHEDULE I BLOCKED DIAPHRAGM) 2 # 5's DETAIL 10d RIN A K 4" O/C 2"x4" CONT. LATERAL WOOD BRACING FIELD NAILING 10d RING SHANK j 6" O/C NAILED TO BOTTOM CHORD MAXIMUM OUNDRY NAILING 10d RING SHANK @ 4" O/ 6'-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER(REFER TO TRUSS NOTES AND � BOND BEAM OR TRUSS LAYOUT FOR LOCATION) 2 # 5's o ' WOOD FASCIA (SEE TIE BEAM (SEE TYP. WALL SECTION) TYP, WALL SECTION) ADD :'# 5's 1/16" SPACE AT w/ (2) 16d TO EACH BOTTOM CHORD PANEL ENDS TRUSS END I 2 # 5' ROOF SHEATHING ATTACHMENT # S OF v OVERLAP @SPLICES WOOD TRUSSES 1 DETAIL &2R100F TRUSS BOTTOM CHORD BRACING 2#5' SECTION S2SCALE: N.T.S. ALE:3/16"=1' 8" 1' S2 SCALE: 3/4" = 1' T.O.B. m rn O LOADING THIS LEVEL 1�1 W W lei �QO i W � Q w O^^W 1� ... .. .. - . y-.. -- -- - --- --- ---- --- --- -- ROOF (55 PSF) �, •- PCL- ••• 1,_ •• -g� - ••� ••- --- -1.- ,_1 DEAD(35PSF) PLYWOOD =2PSF ^� TRUSS STRAP SCHEDULE (SIMPSON STRONG TIE) CONNECTOR ID MARK LINES MARKS q + B 2nd CONNECTOR ID —� TRUSS GROUP MARK IF NEEDED FOR REQUIRED STRAP TRUSS UPLIFT OR 1500 # MAX UPLIFT IN TRUSS GROUP FLORIDA PRODUCT ALLOWABLE LOAD LBS NAILING UPLIFT (Pupy PERP. TO TRUSS PARALLEL TO TRUSS TRUSS/RAFTER/ SEAT PLATETRUSS MARK CONNECTOR APPROVAL REMARKS NUMBER GRAVITY (FURF) CAPACITY F1 CAPACITY F2 HEADER B HETA16 FL11473 1810 (9) 10d x 1-1/2" NAILS _ QD (1) FGTR FL11473 9400 8-SDS 1/4"x3" (PER ANCHOR) - 2-111 TITEN HD (CONNECTION TO GROUTED WALL PER ANCHOR ® MGT FL11470 2970 - _ (1) 5/8"x 12 EMBED EPDXY 22-10d NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG-FIR-LARCH/SP. PINE TIMBER. 2) NAILS SHALL BE INSTALLED IN LOWER -MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP OF THE STRAP, 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPDXIED THREADED RODS SHOWN ON SCHEDULE. 4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS. 5) # INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR, SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH .. 1 1 TRUSSES = 7 PSF f - 1 1 - INSULATION =1 PSF 1 1 1 DUCTWORK = 4 PSF ROOFING = 19 r \ o / 1 CEILINGS = 2PSF SEED AIL 1/S2 FOR m l 1 �- PLYWOO NAILING PATTERN 1 / LIVE (20 PSF) CONSTRUCTION = 20 PSF ' / 1 1 ° ° 1 PANEL POINTS 200 LBS LIVE 24" PRE-ENGIN ED WOOD 1 1 R F T 1 / LOAD DISTRIBUTION TO CHORDS: SHOP DRAWINGS 1- z i i DEAD (35 PSF) TOP CHORD = 28 PSF 2 FOR GOVERNING LAYOU I s O 1 1 BOTTOM CHORD = 7 PSF I ------------------------ -.- ---- .--- - -- LIVE (20 PSF) TOP CHORD = 20 PSF -T L ----- --- I ---- ---- B10 •��` �� Ill 11 II �I OPLI �w I� N H l _ LINE EPRE ENTSWOOD x o 11 `,- i TRU 2X4 TT 1 ` BRA ING SR ED @ m o O/C I DE IL -- --- ---- ---- ---- ----- 1.1 . ` ' ' PCL 1 1 , III - Y , % `HE III JIJ ' ICA( ESS S � Y I = CH P S FOR /1 DCATIO ---- '--- -'- -'- X --- ---- ----- ---- '--- ----- ---- ---- ----- ----- - ----- --- 6 ----- ----- ---- jl-- ` �\ SEED IL FOif 1 1 U PL D NG'1'A i ERNEll ,.. S CIFI.0° CR ET B .C. ' o z -- D 7 R RU @ 24" C III � ` MAX CIjIG. EE APP OVED �`. / ' �`, SHOP IN S - ` FOR G I LAYO T. `` _ ___ ____ ____ ____ ____ ____ ___ i II BEAM SCHEDULE GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES. COORDINATE MASONRY OPENINGS WITH WINDOW MNFR& N.O.A. WIDTH FOR ARCHED BEAMS ADD 2 # 5-S DIAGONAL RY 4" EXTRAWIDTH. ELEVATION SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, ADD 2#5 MIDDLE FOR EVERY ADDITIONAL 12" OFF DEPTH REQUIRED I PICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 81 KNOCK OUT BLOCK WITH LONGITUDINAL CONTINUOUS IN EACH COURSE. LAPS TO I k j BE 30". USE (2) #5X30'I CORNER BARS AT EVERY CORNER, T-INTERSECTION OR VERTICAL TRANSITION. *FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 0 ""PCL" NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 13-0321.07 L 1, `•� 'TIES AT `IREFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. J *BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED.IF NO END TIES SHOWN, USE BALANCE THROUGHOUT THE ENTIRE LENGTH OF THE BEAM. *GC TO VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS. COORDINATE WITH GLAZING MANUFACTURER. SECTION REINFORCEMENT TIES CODE WIDTH DEPTH ELEVATION TOP MID BOTTOM SIZE] END SPACING BALANCE REMARKS PCL 8 8 _ _ _ 1 # 5 1 PROVIDE 2 FIELD ADDED #5S ON 12" WIDE LINTELS BOND BM. 8 16 FRAMING PLANS 1#7 1 # 7 B101 12 19 +11'-1" 3 # 5 - 3 # 5 #3 24" B102 12 16 +l 3#5 - 3#5 #3 24" B103 8 14 +9'.4^ 2#5 2#5 #3 (12)#3@5"O/C 24" 8104 +11'-1' #3 24" SEE DETAIL. 3/S2 BIOS 8 35 +11'-1" 2# 5 2 LAYERS OF 2# 5 2# 5 # 3 24" B106 8 18 +9'-4" 2# 5 1 2# 5 #3, 24" U Q) U �r/ J tH -Cd j O ) •� V � n � � I �•4 4-J E \./ III 1 1 `41CIO I INE RE RESEN 00 RUSS 4 BO M CH I _ _ i RACIN SP E MAX `. - i /C SE D AIL S2 `% ' I' `� ___ _____ ___ ___ _____ _____ _____ ____ __ ____-___--- _ ____ ___ __ __—_ ---_- __ ' `` - IMLOU DO to z `� : \ `� DET IL 4/S4 ' III z _ O ` III t O CONCRETE BEAM PER �— �� #8 1 \ , II -r- FRAMING PLANS (REINF. NOT `, , `� SHOWN FOR CLARITY). BEAM w #5 `, ' J=160 \ POURED MONOLITHIC WITH z _ T!? NO. 1300083 COLUMN. IO ND BM L_ ` �` /' - 0 4„ LEO t - --- ----- --- - ---- ---- '---- _ -•- __ _ _ --- - A / .8 IVJ1lW \, { 1 1 " m I \ \ 1 _L N FL- FMM-4]l'ITI03M 1 1 - t � 1 I 6 1 �y - - I 5 ./{,� ALL OFi1S, DESIGNS, AQN RRANCEITS, a PLANS ' S4 #4 #7 DIDMATED OR REPRESENTED BY THIS DRAVDNO ARE . ,• \, I m p 1 1 , m 1 WOE WNEDQVATED E 1. THE ��'vEO i DDEVIF dBPED% Ia15E CONNECTION WITH THE SPECO-E7D OE { i� 10 8104 104�` I 1 I 1 II rn ROLSCHED #3 TIESLZ m 'v _ "urn PERSVN, ATO'OBN .-. .... .«.AIRCH PLANS FOR CATION tV FOR ANY PURPOSE VHATSOEVER WITHOUT THE y ..: B1O, 1 1 NI SEE COL PERMISSION OF RANDALL E. STEM, 1 ILO '� WRITTEN '. »• ---- ----t 1. - ---- --- •- 1 1 O 1 SECTION CUT SCHED. GMkill ARCHITECTS, PA WRITTEN DININSOHS ON THESE , T a '' `` I ''' `�`, .. DDIEtaDRA�iONS�CO+TRAACTTORS SHALL Vl & HAVE PRECONIONCE OVER SCALE SEE COL SCHED. •• •••• ••• •• -••• ••••• • •••• ••• -• 1 1 '' `` _.. ONRESPONSIBILEJIM, FOR AL DIMENSIONS i CONDITIONS ` `` 1 ` ON THE .AB, IN THIS OTIEE INEN 8E AND ff 1 ANY VARIArT1ONS SHO FROM THE E DRA NS NO i COmILS O SMVN DY THESE MUST BE SRO• #3 TO THIS OF ADEQUATE SCALE MUST 1E SUBMITTED q .''� ``. i �>'• •`� _ #6 �P�INNG WITH F ICA Nµ ON IITEMS SO �+ ,O.B ' RUM NOTED. 02117. ALL RIGM RESERVED RANDALL �' __ II ACI STD. HOOK +9' 4' _ - m ALIGNED W/Eiji ggq m O m l 1 FOOTING g v 0 BOTTOM REINF, p O iEHm h„I o, R .D.e S2 �_ P L12• �.L1.� +„'_,• ROOF FRAMING PLAN 1 -- -- -- ---- ---- --- ---- m I — -- -- -- -- ---- ---- -- -- - , D' 2' 4 6' o w CONC. COL. -1 � � S2 5 CI STANDARD HOOKS I mp SEE FOUNDATION ELEVATION Lj ANCHORAGE. I + 1- PLAN FOR FOOTING TYPE Em S2 SCALE: 1/2" = 1' ' T+9;-4 (GRADE BEAM, MONOLITHIC `° S2 SCALE: 1/2" = 1' I OR STEMWALL). I 1 H�~ a 14 r�p 0 S) u Q.� I WA l _ _ 13'6 REVISE & RESUBMIT REJEUED 7e design wncept of the n given in the contract ,a shop drmvings durng p;iance, with tire require- f a specific item shall not fin? 15 a fAiiifSi)nQl'!.vvir ned and cor+slated at the Driig.tion processas or to pmceduresof wnst;ac- A for perormirig all work ROOF LOADING 110 m.p.h. WIND EXP06URE c m SQ_ CUT TAR f CAL TRU55 ENS ALL 5EAM5 5Y OTHEF�e UNLEeS NOTED ON LAYOUT. ALL f;;,)00r- TF,,U,55 i 44N FfR& Aa RE 61r'fz50N I4Ue2& OR I4CiUe2e�-2 AND ALL F-00IR N,4NC�EF,& ARE 7H4422 UNLEe5 NOTED 07HERWISE, BEARING HEIGHTS I HANGER T,AKEOFJ = — g'-4" HEIGHT — 11'-1" H1=fGsHT 16) HUS2ro 1) HGU326—2 NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUST TO SUPPORTING STRUCTURE PER REACTIONS SHOU.N ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPM AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION - THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMIT}yr? TO THOSE DESCRIBED IN WTCA I -ISM 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. UJARN INS CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTIONi AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC P APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, It INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED WOOD TRUS8E8 REGOMMEND4TICN�" (BGSI 200e,) FOR FURTHER INFORP'1470N. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY_ ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES ACCU-SPAN TRUSS CO:' 407-321-1440/386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER �Icer i x Rea It JOB NAME LOT 2 TAfRFON FLATS LOT/BLK/SUBD I V 31-�33 5hore6 i be Dr SCALE DATE DRAIIN BY JOB NUMBER --1� TH 15621 Fllf copY