HomeMy WebLinkAboutREVISION 2-3-19Lf)
ASV. ABOVE H.C. HOLLOWCORE R.O. ROUGH OPENING BUILDING CLASSIFICATION: CODE EDITIONS:
ACOUS. ACOUSTICAL HDWD. HARDWOOD RVID. REDWOOD Florida Building Code (FBC) 2017
ADJ. ADJUSTABLE HOWE HARDWARE R.W.L. RAIN WATER LEADER N
AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE FBC 2017 CHAPTER 3, GROUP R-3 OCCUPANCY National Electrical Code (NEC) 2014 1
APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHEID. SCHEDULE TWO-STORY, SINGLE FAMILY RESIDENCE qVIIIIIIII'
SO. BOARD LD. INSIDE DIAMETER SHT. SHEf-T
BLDG. BUILDING INCAND. INCANDESCENT Sim SIMIJ AR CONSTRUCTION TYPE:
BILK. BLOCK INSUL. INSULATION SQ. SQUARE
BOT. BOTTOM INT. INTERIOR SST STAINLESS STEEL FBC2017 CHAPTER 6, TABLE 601
CAB. CABINET JT JOINT STD. STANDARD
CER. CERAMIC LAM, LAMINATE STIL. STEEL V_B
C.I. CAST IRON LAV. LAVATORY STOR. STORAGE
CLR� CLEAR LOC. LOCATION STRUCT. STRUCTURAL TABLE 504.3: ALLOWABLE BUILDING HEIGHT IN FEET
COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED
ABOVE GRADE PLANE:
CONC. CONCRETE I MECHANICAL SYM. SYMMETRICAL v
CONN. CONNECTION MET. METAL T.C. TOP OF CURB 40'-0", NON -SPRINKLED
CONT. CONTINUOUS MFR MANUFACTURER TEL. TELEPHONE
CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVE
DECOR. DECORATIVE misc. MISCELLANEOUS THK. THICK TABLE 504.4: ALLOWABLE NUMBER OF STORIES ABOVE
M.O. MASONRY OPENING T O.C. TOP OF CHIMNEY w
DET DETAIL MTD. MOUNTED TOTR. TOP OF FRAMING v GRADE PLANE: Uj
D.F. DOUGLAS FIR
DIA, DIAMETER MUL. MULLION T.01, TOP OF LEDGER 3-STORIES, NON -SPRINKLED
DIM. DIMENSION N.LC. NOT IN CONTRACT TO�P, TOP OF PLATE
ON. DOWN NO. NUMBER T.O.PL. TOP OF PLATE TABLE 506.2: ALLOWABLE AREA FACTOR:
D.S. DOWN SPOUT N.T,S. NOT TO SCALE TYP. TYPICAL
DWO. DRAWING CIA. OVERALL LI UNLESS OTHERWISE UNLIMITED S.F., NON -SPRINKLED
EA. EACH OBS. OBSCURE NOTED
EL.
ELEVATION O.C. ON CENTER VERT. VERTICAL
ELEV. O.D. OUTSIDE DIAMETER VEST. VESTIBULE
ELEC. ELEVATOR OFF. OFFICE
ELECTRICAL V.G.Df. VERTICAL GRAIN
OPNG. OPENING
EQUAL W/ NTH
EQ.
EXH. EXHAUST OPP. OPPOSITE VVIO WITHOUT
PL. PLATE W.C. WATER CLOSET v 2
EXR EXPANSION
EXT. EXTERIOR PLAS. PLASTER WD. WOOD
PLYWD. WIND LOADS AS PER FBC 2017 EDITION
EXIST. EXISTING PLYWOOD NOW WINDOW
FINISH FLOOR PR. PAIR W.H. WATER HEATER IVA S:
F.F. I/ C _10
:AN:DANSI/A=SCE7-10
FLASH.
FLASHING PRCST. PRECAST WSCT. WAINSCOT
FLUORESCENT
FLUOR. PT� PRESSURE TREATED WT. WEIGHT
FT. FOCI PTN. PARTITION SYMB. �jYMBOILS IRAL DRAWINGS FOR A
FTG. FOOTING Q.T. QUARRY TILE AND METERS.
GA. GAUGE RAD. RADIUS ANGLE
GALV. GALVANIZED RENE. REINFORCE AT
GLASS REQ.
GIL, REQUIRED CENTER LINE I�W
Q, FACTURES LABLIES SHOWING
GR. GRADE RM. ROOM DIAMETER OR ROUND THESE PLANS AND ALL PROPOSE
GYP. GYPSUM # POUND OR NUMBER I ARE SUBOCIL; I TO Arjy co DWORK U FACTORS AND SHGC COMPUANCE
H.B. HOSE BIBB RRECTIoNs WITH FBC ENERGY CODE MUST
I1EQI,,KvU By FIELD INSPECTORS THAT
MAY iI NECESSARY IN ORDER TO REMAIN ON ALL DOORS AND WINDOWS
COMPLY WITH ALL APPLICABLE CODES. UN71L INSPECTIONS ARE APPROVED
QUIMI*��u VEIN
p
ARCHITECT: D FASTENERS OR ATTACHMENTS
CONCEALE
RANDALL STOFFT ARCHITECTS
42 NORTH SWINTON AVE., SUITE I
DELRAY BEACH, FL. 33444 coNTRACTOR OF RECORD
561-243-0799 (T)
CONTACT: DON DURANTE iL rTERMITE TREATMENT REQUIRED
EMAIL: don@stofft.com
7=al i
STRUCTURAL ENGINEER KR%z: 0101EHU F�I J)
PROJECT CLASSIC, LLC.
7318 TEXAS TRAIL ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017
BOCA RATON, FL. 33487 JL ;�Mt EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY
561-544-7397 (T), 561-665-5438 (F) REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70.
CONTACT: FARID ABUGATTAS, P.E. mimis; w'!
EMAIL: farid@projectclassic.com RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2017 FBC RESIDENTIAL
1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE
REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4601,17.1.9.
2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL ARE TO BE SELF CLOSING AND
SELF LATCHING. LATCH MECHANISM SHALL BE MOUNTED AT 54" A.F.F. (MIN).
3. THE G.C, IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT,
DRAWING NOT TO SCALE, LANDSCAPING SHOWN IS DIAGRAMMATIC ONLY
9r_ffLFF0111U9UR10D_1H MULF;E_`1070 1HP CKF=H1F_E__1LFrE_12L%L PRL%mum(�_�� MORK
ARCHITECT'S STATUS:
r-Am 1 111 "Umm:
Nuooto:
NUILIUM UtAmr-MIN I N, T:
I 11VIDr—r'%
A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR
A- PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND
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
CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
GEOLOGICAL REPORTS,
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:
PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION VkATH
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
THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE
B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL
FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME DIRECTION OF TRUSSES, MAJOR G.T.
B. S' MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE.
CONCRETE AND MASONRY.
TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE
BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE
BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM
ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS
OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION.
THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND
C. PROVIDE 41"X4" POSTS OR (2) ZX4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS
I ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY VVITH SPECIFICATIONS AND
OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR
C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED,
MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING
UNLESS OTHERVIVISE NOTED.
CODES AS SPECIFIED BELOW:
EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.
APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES.
TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO
AMERICAN INSTITUTE OF TIMBER CONSTRUC�ION, TIMBER CONSTRUCTION MANUAL;
,
�� - 1-11%
POURING OF FOUNDATION.
D. ALL SUB -SILLS, OVER 6-0" IN LENGTH�SHALL BE DOUBLE 2"X4"s.
NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR
CODES:
D� SOIL SHALL BE COMPACTED TO 98% MODIFIED PROCTOR (ASTM D1557) TOADISTANCE
WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN
OF 5 FEET BEYOND ALL BUILDING EDGES, ATILEASTONE FIELD DENSITY TEST SHALL BE
WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A
E. DOUBLE ZX4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU
SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS NATIONAL
A, ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE
RFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12
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 SPECIFICAT16N FOR STRESS
CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY�,
IPPE IES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TESTIS) AND FIELD
C
FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED.
OTHERWISE ON PLANS.
GRADE LUMBER AND ITS FASTENINGS.
BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTO
DENSITY TESTIS) SHALL BE FURNISHED TO THE ARCHITECTIENGINEER
C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL
F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE
C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS.
SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE
E. F ILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69
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 MANUFACTURERS DATE FOR APPROVAL.
CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT.
(75) NTH LESS THAN 12% PASSING 200 SIEVE, FILL MATERIAL SHALL BE PLACED IN LIFTS
SEAT.
FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON.
OF NOT MORE THAN 12" AND COMPACTED AS ABOVE.
D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER
THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS
TPI 1-2007; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD
G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND
D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING VVITH
FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL
F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL
TRUSSES PER PCIT 80; HANDLING, INSTAILLATING, RESTRAINING AND BRACING OF METAL
TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE, EACH COURSE
AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94,
CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS)
BUILDING CODE 2017.
PLATE CONNECTED WOOD TRUSSES PER SCSI 2013 EDITION
OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS
SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 5301 5-13/TMS40- 13,.-U.-DING�
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
CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD
2
CONCRETE:
THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR
OF AMERICAN PLYWOOD ASSOCIATION.
CONSTRUCTION (ANSI/NFOPA NDS-2015).
CONCRETE UNIT MASONRY:
DOORS AND WINDOW FRAMES.
B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND
H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL
F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD
WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A
REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SH ALL
REQUIREMENTS OF ACL 318-14.
A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN
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.
FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN
S. PORTLAND CEMENT: ASTM C-150 TYPES I OR 11. LOWALKALI, SILL TESTED AND
SHALL BE IN ACCORDANCE WITH ACI 530-13/ASCE 5-13/TMS 402-13, BUILDING CODE
WINDOW AND DOOR OPENINGS.
ACCORDANCE WITH ALL PROVISIONS OF THIS CODE.
CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE
G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C)
MORE THAN 0.2 PERCENT.
REQUIREMENTS FOR MASONRY STRUCTURES.
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.
PERMITS:
GRADE, 4 PLY, INDIES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN
C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC
B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE
PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS
DOORS AND WINDOWS: A2
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING
OR OTHER DELETERIOUS MATERIALS.
IN WALL REINFORCING LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND
AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS
CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK
PROGRESSES AND SHALL BE EMBEDDED IN GROUT, PLACING OF HORIZONTAL
J. HANGERS, FRAMING ANCHORS AND FASTENERS. STAMPED AMD FABRICATED STEEL 0
A. DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS
D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE.
REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT
THE TYPE INDICATED, NAILS TO BETHOSE FURNISHED OR RECOMMENDED BY
THAN 1Y�'THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 NTH A FIRE PROTECTIO N RATING
JOB CONDITIONS:
E. SAND: ASTM C-33 FOR SLABS ON GRADE.
REINFORCING.
MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES I
THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED.
NOT LESS THAN 20 MINUTES, DOORS SHALL BE SELF CLOSING AND SELF LATCHING.
A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND
F. FOUNDATIONS� INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL
C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6
K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN
B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN
SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE
OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE
SOILS REPORT.
VERTICAL TO ALIGN NTH BLOCK CORE.
ATTICS FOR AREAS OVER 3,000 S/F
OF WITHSTANDING A 160 FOOT-POUND IMPACT TEST.
CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS
SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION.
G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE.
D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL
L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL,
C. DOORS, BATH & SHOWER ENCLOSURES,
BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE
H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF
AFTER CLEANING AND INSPECTION,
SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS,
AND SLIDING GLASS DOORS CONTAINING
16LAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE
CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION
2,500 PSI FOR FOOTINGS & SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28
E MASONRY UNITS SHALL BE ASTM C-90 TYPE 11 WITH MINIMUM COMPRESSIVE STRENGTH
COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS,
FCLASSIFIED AS CATEGORY 11 AND SHALL BE CAPABLE OF WITHSTANDING A 400
DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED.
DAYS. ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING
�F 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF
CHIMNEYS, FLOOR JOISTS OR TRUSSES.
FOOT-POUND IMPACT TEST
B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. 00
CODE (ACI 318-14) THE ACI DETAILING MANUAL (ACI 31 6/LATEST EDITION), AND THE SPECS.
FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE
MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED
SHOP DRAWINGS:
0. THE GLAZING IN SLIDING AND SWINIGING DOORS AND IN SHOWER OR TUB ENCLOSUREST
NOT SCALE DRAWINGS,
COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI
FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE
INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS
SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS
60.
A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL
SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY 11
C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR
OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON
F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE NTH ASTM SPECIFICATION C-270 NTH
FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION
GLAZING PRODUCTS.
ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHAL ' L VERIFY ALL EXISTING
GRADE LAP ALL WWF A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE
A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR
AND COMMENCEMENT OF THE WORK.
CONDITIONS NTH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND
MANUI FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-61 5
STRENGTH IS REQUIRED FOR THIS PROJECT.
E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE
ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND
GRAD15 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN
B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 601, ABOVE
CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN
REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O.
G. GROUT SHALL BE A HIGH SLUMP MI X (8"-1 1 ") IN ACCORDANCE WITH ASTM
THE FLOOR OF THE TUB OR SHOWER.
WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE
CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS,
REINFORCING STEEL:
SPECIFICATION C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI. NO
C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
EGRESS WINDOWS
TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT.
F. SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN
SECTION AND DETAILS
TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7
COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION
A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF
H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT
SQUARE FEET MINIMUM AREA, THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44"'
DOCUMENTS.
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED
EVERY SECOND COURSE FOR ALL EXTERIOR WALLS.
ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). PER 2017 FBC-RESIDENTIAL,
BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING
ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE
SECTION R310.
D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND
REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS.
TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O.
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
1. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A
QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1 ST & 2NFFLOOR TIE
0. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY
B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL.
CODE.
BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE
* SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Y,")
PLUMBING FIXTURES�
WORK NECESSARY TO COMPLETE CONSTRUCTION:
* BEAMS AND COLUMNS 1 1/2
DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE
H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PILEXES, CONDOMINIUMS AND
* FORMED CONCRETE BELOW GRADE 2"
NATIONAL CONCRETE MASONRY ASSOCIATION.
A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION
TOWNHOUSES SHALL PROVIDE AT LEAST ONE SATHROOM, LOCATED NTH MAX. POSSIBLE
A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE
� UNFORMED BELOW GRADE 3"
* FOOTING YCLEAR AT BOTTOM & SIDES 2"CUEAR OF TOP
STRUCTURALSTEEL:
PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, NTH A
AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT)
* WALLS 2" CLEAR OUTSIDE FACE 1 1/2" CLEAR INSIDE
DOOR THAT HAS A MIN. 29" CLEAR OPENING. HOWEVER, IF ONLY A TOILET ROOM IS
• SLABS 3/4' CLEAR AT TOP (INTE . RIOR), I Y2" CLEAR AT TOP (EXTERIOR) PROVIDED AR GRADE LEVEL, SUCH TOILET ROOMS SHALL HAVE A CLEAR OPENING OF NOT
A. WORKMANSHIP: WORK SHALL COMPLY NTH A.I.S.C. _RFD 13TH EDITION, UNLESS MORE LESS THAN 29 INCHES. PER 2017 FBC-RESIDENTIAL, SECTION R320.1.1.
CLEAN UP / REPAIR: - BEAMS 1 1/2" CLEAR TO STIRRUPS EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS.
• COLUMNS 1 1/2" CLEAR TO TIES
A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, ELECTRICALLY B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH
DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017
OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT WELDED VORE FABRIC. SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE:
CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 'T R-38 CLG INSUL IN CLIMATE ZONE 2�
0. GENERAL BEAM NOTES: (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2�
1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN
B. THE CONTRACTOR SHALL REPAIR AND I OR REPLACE ALL ITEMS DAMAGED BY THE 2) BUNDLE ALL STIR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW DIA), TO FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE I & 2.
PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO BEAMS. PERFORM THE TYPE OF WORK REQUIRED. ALL STIEEL WELDING RODS SHALL BE E70XX VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY
MATCH ADJACENT AREAS AND SURFACES, 3) ALL TOE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STIR. BEAM PER ELECTRODES. ION ENERGY CALCULATIONS AS SUBMITTED.
STANDARD ASTM BENDING DIAGRAM.
CLIMATE & GEOGRAPHIC DESIGN CRITERIA: A2 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED IS" MAX.) TO FIT BLOCK WORK AND ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY
WINDOW AND DOOR HEADS. ARCHITECTIDESIGNER. INSTALLATION SHALL BE PER MANUFACTURERS
A. PER 2017 FBC-RESIDENTIAL, TABLE R301.2(l),'SUBJECT TO DAMAGE, FROM 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017, AT THE COMPLETION OF THE
WEATHERING IS CLASSIFIED AS'NEGLIGIBLE', TERMITE DAMAGE IS CLASSIFIED AS VERY DEPTH� 4 ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. - MIN. INTO WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE
HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6 COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT
1�� I � � �� � � SUPPORT U.N.0- OF THE SAME AT NO COST TO THE OWNER WTHIN WARRANTEE PERIOD,
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COVER SHEET
SP
SITE PLAN
A101
FLOOR PLAN
A201
ROOF PLAN
A301
FRONT & RIGHT ELEVATIONS
A302
REAR & LEFT ELEVATIONS
A303
BUILDING SECTION A -A & WINDOW/ DOOR SCHEDULES
A401
REFLECTED CEILING PLAN
A501
TYPICAL WALL SECTIONS
A601
WINDOW& DOOR DETAILS
A701
TYPICAL DETAILS, PLUMBING RISER & NOTES
E101
ELECTRICAL PLAN, RISER, & SCHEDULES
STRUCTURAL
S1
FOUNDATION, 1st FLOOR FRAMING PLAN, & DETAILS
S2
ROOF FRAMING PLAN & DETAILS
S3
STRUCTURAL DETAILS
S4
STRUCTURAL NOTES & DETAILS
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ALL IDEAS DESIGNS, ARRANGEMENTS, & PLANS INDI
OR REPRESENTED BY THIS DRAWING ARE OWIMED 8)
THE PROPERTY OF THIS OFFICE, A WERE CREATED,
EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECT
WITH THE SPECIFIED PROJECT NONE OF SUCH IDEA
DESIGNS, ARRANGEMENTS, OR PLAINS SHALL BE UK
OR DISCLOSED TO ANY PERSON FIRM OR CORMRA
FOR ANY PURPOSE WHATSOEVER VATHOUT THE WRI
PERMISSION OF RANDALL E STOFFT, ARCHITECTS, P
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL I
PRECEDENCE OVER SCALE DIMENSIONS CONTRACT
SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIC
CONDITIONS ON THE JOB & THIS OFFICE MUST BE N(
OF ANY VARIATIONS FROM THE DIMENSIONS AND
ONDITONS SHOWN BY THESE DRAWINGS SHOP DE
OROLATE SCALE MUST BE SUBMITTED TO THIS C
0 RE PROCEEDING WTH FABRICA
'pWNL=
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A 0 2018 ALL RIGHTS RESERVED
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 1211 IC0093J, DATED: FEBRUARY 16,2012:
ZONE AE - BASE FLOOD ELEVATION P: 4 FEET (NAVD)
ZONE X - N/A
1 O'xl 0' UTILITlY
EASEMEr4r
EXISTING . ... .
LOT 22 FIRE HYDRANT
125.001
Lu
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EXISTING
WATER
METER
WAG
33'-4"
WATER
METER
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.
+/-9,375 S.F.
LOT COVERAGE
(SEE CALGULkTIONS, THIS SHEET)
30% = 2,812 S.F. (MAX)
28.79 % = 2,699 S.F.
ROADWAY FRONTAGE
30--0- (MIN)
591-01.
FRONT SETBACK
251-0" (MIN)
I VARIES (25'-6" MIN.)
REAR SETBACK
15'-0- (MIN)
VARIES (42'-2" MIN.)
SIDE SETBACK
7'-6" (MIN)
8'-0" LEFT/ 8'-0" RIGHT
STRUCTURE HEIGHT
35'-0' (MAX)
+/-15'-5"
1. BUILDING 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.
15-4-
251-Ot'
REAR SETBACK
FRONT SETBACK
paill a Iml ill
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ACCESS &
UTILITY
LOT 23
141' EASEMENT
+
MIN. F.F. ELEVATION
7.70p N.G.V.D. (6.21- N.A.V.D.)
(ENSURE ELEVATION
IS MIN. 18.1 ABOVE
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CROWN OF ROAD)
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LINE OF
REAR BUILDABLE
EXTENTS
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LOT 24
EQUIPMENT PAD
(MAINTAIN 6" MIN. ABOVE
ADJACENT GRADE
-------------
-------------------
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----------------------------------------------------------
------------------- 41 -------------
AREA CALCULATION
FOR LOT COVERAGE
FOOTPRINT 2696 SF
2699 SF
EXISTING1
MIAMI CURB
EXISTING--/
MIAMI CURB
In
< 20'-0"
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SEWER MAKIF
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EXISTING
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VOLVEO & DEVELOPED FOR USE ON, & IN CONNLI
VITH THE SPECIFIED PROJECT NONE OF SUCH IDE
�ESIGNS ARRANGEMENTS OR PLANS SHALL BE UI
N DISCLOSED TO ANY PERSON. FIRM OR CORPOF
OR ANY PURPOSE WHATSOEVER WITHOUT THE W
ERMISSION OF RANDALL E STOFFT. ARCHITECTS,
WRITTEN DIMENSIONS ON THESE QRAWNGS SHAL
RECEDENCE OVER SCALE DIMENSIONS CONTRA(
HALL VERIFY & BE RESPONS15LE FOR ALL DIMENS
;OND TIONS ON THE JOB & THIS OFFICE MUST BE
11
)F AN, VARIATIONS FROM THE DIMENSIONS AND
�ONDITIONS SHOWN By THESE DRAWINGS SHOP I
IF ADEQUATE SCALE MUST BE SUBMITTED TO THIN
f�,P.IFIDVAL -IPF.R�.III��EEDING WITH FABRIV
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File Copy
S."
1/4" FILLET WELD
AROUND BASE OF
BOLLARD
4" 6" x 6" x 1/4" STEEL
BASE PLATE
(ASTM A36)
STEEL BASE PLATE
1-1/2"=V-0"
Z�
SEE SHEET A303 FOR WINDOW & DOOR SCHEDULES
FLOOR PLAN
7�-
Z� � � I FLOOR & ATTIC SPACE = 18,377
TOTAL= 18,377
zL
1 st FLOOR PLAN
100 SERIES KEY NOTE LEGEND
BUILDER SUPPLIED 11 INSTALLED ELECTRIC, FRONT LOAD, FULL SIZE
CLOTHES DRYER,
102
BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZE
CLOTHES WASHER.
103
CIMOME FRAME & TEMPERED GLASS SHOWER ENCLOSURE & DOOR
SYSTEM,
104
SAND SET PAVERS ON GRADE. MAX. 2% HORIZONTAL SLOPE.
105
16"DEEP x 18" HIGH SHOWER SEAT.
1
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" ATEIC ACCESS HATCH IN GARAGE ONLY SEE DETAIL ON DETAIL
SHIFT.
108
22" . 36" ATTIC ACCESS HATCH. SEE DETAIL ON DETAIL SHE, ST.
AIR HANDLING UNIT #1 IN ATTIC HUNG FROM ROOF TRUSSES. SEE MECHANICAL
109
PLANS.
A.C. COMPRESSOR #1 ON MIN. 6" MOE CONCRETE EQUIPMENT PAD. VERIFY SIZE
110
OF PAD W A.C. COMPRESSOR SPECIFICATION. SEE STRUCTURAL DW9s FOR
CONCRETE PAD DETAILS.
BUILDER SUPPLIED & INSTALLED STAINLESS STEEL 36" REFRIGERATOR/ FREEZER
COMBO. SEE KITCHEN NOTE BELOW.
112
BUILDER SUPPLIED & INSTALLED STAINLESS STEEL SLIDE IN ELY C RANGE,/
'CTjU
VENTILATOR HOOD ABOVE. VENT PIPE THROUGH ROOF. SEE KITCHEN NOTE BELOW.
113
BUILDER SUPPLIED & INSTALLED STAINLESS STEEL, UNDER MOUNT, SINGLE HOWL
SINK W/ GARBAGE DISPOSAL, SEE KITCHEN NOTE BELOW.
114
BUILDER SUPPLIED & INSTALLED STAINLESS STEEL DISHWASHER. SEE KITCHEN
NOTEBELOW .
115
BUILDER SUPPLIED & INSTALLED STAINLESS STEEL MICROWAVE ABOVE
116
3" DIA. STEEL PIPE BOLLARD BOLTED TO CONCRETE SLAB. SEE DETAIL THIS SHEET.
117
"% % I I' 1 11 '1 1' 11 11
SUI"PLle I N
B DER P I ELMECTIUC HOT WATER HEATER,/
HEAT PUMP.
1 18
BUILDER SUPPLIED & INSTALLED VENTILATED, VINYL COATED, CLOSET
SHELVING.
NOTUSED.
119
120
NOT USED.
121
BUILDER SUPPLIED & INSTALLED SAND SET PAVERS.
122
36" HIGH PREP COUNTERTOP w/ CABINETS ABOVE & BELOW. SEE KITCHEN NOTE
BELOW.
1:23
36" HIGH (FINISHED) PREP COUNTERTOP W/ CABINETS BELOW. SEE KITCHEN NOTE
BELOW.
1:24
42" HIGH (FINISHED) COUNTERTOP w/ KNEESPACE. PROVIDE 2.6 WOOD STUD
KNEEWALL SUPPORT BELOW, SEE KITCHEN NOTE BELOW.
125
36" HIGH (FINISHED) BATHROOM VANITY v,/ CABINET BELOW.
126
NOT USED.
127
HOSE BIB.
128
LATTICE PANEL ABOVE. SEE ELEVATIONS.
129
BUILDER SUPPLIED & INSTALLED VANITY MIRROR, FULL VANITY WIDTH, MIN. 42-
HIGH ABOVE VANTTy Top.
130
42" HIGH KNEBWALL.
131
VINYL FAUX SHUTTERS. SHUTTERS TO BE 112 THE WINDOW WIDTH, UNLESS
NOTED OTHERWISE SEE ELEVATIONS & BUILDING SECTION.
132
1
+/- 1-1/4" STUCCO COLUMN BUMP OUT. SEE ELEVATIONS.
133
I
MIN. R-1 I BATT, INSULATION IN CAVITIES BETWEEN STUDS BETWEEN AIR
CONDITIONED & NON -AIR CONDITIONED SPACE.
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 GAP -AGE SIDE.
2. THE GARAGE SHALL BE SEPARATED FROM ALL HABITABLE ROOMS
ABOVE THE GARAGE BY NOT LESS THAN 5/8" TYPEX 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 MTN. 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-13 BATT INSULATION IN STUD WALL CAVITY FOR
WALLS SEPARATING GARAGE FROM INTERIOR AIR CONDITIONED SPACE.
w/ THE USE OF OPENINGS IN THE CMU w/ RODENT SCREENS. SEE
VENTILATION CALCULATIONS THIS SHEET.
)TAL AIR CONDITIONED
AREA CALCULATION
T FLOOR 1976 SF
JC AREA F]
TOTAL NON -AIR CONDITIONED
+ AIR CONDITIONED
AREA CALCULATION
2-CAR GARAGE
483 SF
A/C - 1 ST FLOOR
1976 SF
COVERED ENTRY
44 SF
COVERED OUTDOOR
193 SF
ENTERTAINING
TOTAL AREA
2696 SF
GARAGE VENTILATION CALCULATIONS
PER 2017 FBC-MECHANICAL
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F-
OCCUPANCY: GARAGE (483 S.F.)
CFM/ CAR: 100 CFM
# OF CARS: 2
CFM REQUIRED: 2 x 100 200 CFM
WIND @ 3 MPH = 264 FTNIN
200 CFM/ 264 FTfMIN = 0.76 S.F. VENTILATION REQT) 4�
0,76 S.F. x 144 SQ. IN. = 109.44 SQ. IN. VENTILATION REQ'D
Q), 8"x 16" VENT BLOCK REQUIRED.
I Copy
REVIMONS
BY
DATE
PERMIT SETS ISSUED
DWD
11.2015
A
BLDG. DEPT. REV #1
BIND
12.14.15
UPDATE To 2017 FBC
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01.04.19
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Job No. 1306083
JAN 0 2 2019
FL-OOM05 FIRM-AAM30
ALL DEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED
OR REPRESE14TED By THIS DRAWING ARE OWNED BY &
THE PROPERTY OF THIS OFFICE & WERE CREATED,
EVOLVED & DEVELOPED FOR USE ON A IN CONNECTION
WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS
DESIGNS ARRANGEMENTS, OR PLANS $HALL BE USED BY
OR DISCLOSED TO ANY PERSON FIRM OR CORPORATION
FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN
PERMISSION OF SANDI E. 5TOFFT ARCHITECTS, P A
WRITTEN DIMENSIONS ON THESE D�ZA�MNGS ENABLE HAVE
PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS
$HALL VERIFY A BE RESPONSIBLE FOR ALL DIMENSIONS &
CONDITIONS ON THE JOB & THIS OFFICE MUST BE NOTIFIED
OFAHY VAR AT'ONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS
H T I
ARE. AT CALE MUST BE SUBMITTED TO TH S OFFICE
R APPED, B R L
VA L BEFORE PROCEEDING WTH FABRICATION
80 NO 0 2018, ALL RIGHTS RESERVED
N SO HE T D 0 20'8 ALL RIGHTS RE82RVED:
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DOD ROOF
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24" O.C. MAX.
EE STRUCTURAL DWG's)
ROOF TRUSS STRUCT.
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RET. AIR DUCT 1
PROVIDE DO DRAIN TRAP W1 MIN. 2- WATERSEAL
PROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERS
NOTE
PROVIDE A FLOAT
SWITCH IN DRAIN
PAN INTERLOCKED
Wl AHU CONTROL
CIRCUIT.
PROVIDE 1/2'0 THREADED ROD w/
WASHERS & DOUBLE NUTS @ E.E., RUN
ROD FROM CHANNEL BELOW UNIT UP
THRU TOP CHORD OF ROOF JOIST.
AIR DUCT
SLOPE CD 118'7FT. MIN.
NOT TO SCALE
� Am HANnume uHrr Hun [FROM How -rinuss BE-mL 1 3 1
NOTES:
THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES, TIE BEAM
HEIGHTS, OVERALL DIMENSIONS. ETC ... )
REFER TO STRUCTURAL ENGINEERING'S'SHEETS FOR COMPLETE STRUCTURAL & ROOF
INFORMATION.
SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS.
SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION.
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REMIONS
BY
DATE
PERMIT SETS ISSUED
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11.20.15
BLDG DEPT REV#I
DWD
12.14.15
AUPDATE
TO 2017 FBC
DWD
01,04,19
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JAN 0 2 2019
FL-W11105 FMWAAW.3n
ALL IDEAS, DESIGNS. ARRANGEMENTS & PLAINS 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. PA
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS
SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &
CONDIT DNS ON THE JOB & THIS OFFICE MOST BE NOTIFIED
10�
OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDIT IONS SHOWN By THESE DRAWINGS SHOP DETAILS
OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE
FOR APPROVAL BEFORE PROCEEDING WITH FABRICAI ION
ON ITEMS SO NOTED 0 2018 ALL R IGHTS RESERVED
RANDALL STOFF r ARCHITECTS P A
A201
TOP OF BEAM ELEVATION
@+1 1�1 I ABV FIN. FLOOR
ED
TOP OF BEAM ELEVATION
@+9'-4" ABV FIN. FLOOR
TOP OF SLAB
ELEVATION @ 0'-0-
IiIl� GARAGE TOP OF SLAB
ELEVATION @ -0'-6- B.F.F
x 1 12
12 6
61
-i— I — I — —1k I — 14 — k - I — j — f — 1 -1 — 14 T I — t
MIN. 3 OUTRIGGERS
019 ON SIDE
19
OD
007
ED
F-
4'-0"
-17
MIN� 48" RETURN
ON SIDE I
I
DID
- - - - - - - - - - - - - - - - - -- - - - - - - - -- -- - - - -- - -- - - - - - I - - - - - - - - - -
TOP OF BEAM ELEVATION
@+1 V-1'ABV FIN. FLOOR
TOP OF BEAM ELEVATION
@+9'-4'ABV FIN, FLOOR
TOP
ELEVATIO
RIGHT ELEVATION
1/4"=1'-0"
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 FIXTURE)
002
SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE
012
IMPACT RATED ALUMINUM WINDOW
ONLY (SEE DETAIL AS INDICATED)
(SEE WINDOW SCHEDULE)
003
SMOOTH PAINTIED STUCCO FINISH @ FRONT OF HOUSE ONLY
013
IMPACT 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
IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/
HOUSE ONLY
015
SIDELIGHT �SEE DOOR SCHEDULE)
006
RAISED STUCCO BANDING (SEE DETAIL AS INDICATED)
016
IMPACT 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%6" FOAM CORE & SMOOT14 STUCCO FINISH OUTRIGGER
018
A.C. COMPRESSOR (SEE FLOOR PLAN)
(SEE TYPICAL WALL SECTIONS)
009
VFOAM CORE & SMOOTH STUCCO FINISH BRACKET
019
VINYL VERTICAL FAUX WINDOW SffUTTER (1/2 WIDTH OF
�SEE DETAIL AS INDICATEq
THE WINDOW UNLESS NOTED OTHERWISE)
010
DECORATIVE PAINTED ALUMI[NUM OR COMPOSITE WOOD,
MED LATTICE PANEL, �SEE DETAIL AS INDICATED)
020
GENER-AL ELEVATION NOTES:
t ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MUST MEET OR
EXCEED CALCULATED WIND PRESSURES SHOWN
ON STRUCTURAL DWGs.
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.
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MATERLU LEGEND
MARK
MATERIAL
MARK
I MATERIAL
001
5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR
Oil
DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONS
FOR MOUNTING HEIGHTS TO CENTER OF FIXTURE)
002
SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE
012
IMPACT RATED ALUMINUM WINDOW
ONLY �SEE DETAIL AS INDICATED)
(SEE WINDOW SCHEDULE)
003
SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY
013
IMPACT 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 �EE DETAIL AS INDICATED)
016
IMPACT RATED MR RAISED PANEL GARAGE MAN DOOR
(SEE COR SCHEDULE)
007
RAISED STUCCO SILL (SEE DETAIL AS INDICATED)
017
IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD
DOOR (SEE DOOR SCHEDULE)
008
6%6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER
018
A.C. COMPRESSOR (SEE FLOOR PLAN)
(SEE TYPICAL WALL SECTIONS)
009
6" FOAM CORE & SMOOTH STUCCO FINISH BRACKET
019
VINYL VERTICAL FAUX WINDOW SHUTTER (1/2 WIDTH OF
—
�SEE DETAIL AS INDICATED)
THE WINDOW UNLESS NOTED OTHERWISE)
010
DECORATIVE PAINTED ALUMINUM OR COMPOSITE WOOD,
FIXED LATTICE PANEL (SEE DETAIL AS INDICATED)
020
GENERAL ELEVAT10N 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.
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TOP OF BEAM ELEVATION
@+11WABV FIN, FLOOR
TOP OF BEAM ELEVATION
@+9'-4"ABV FIN. FLOOR
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ELEVATION @ -0--V B.F.F.
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1st
FLOOR
EXTERIOR DOOR AND FRAME SCHEDULE
DOOR
FRAME
SIZE
Location
Manufacturer
Model
Prod uctApproval#
Approved Pressure
Required Pressure
Color
Notes
Number
Interior
Exterior
Door Size - PR WxH
Interior
Exterior
101
T-0"x 8'-0"
FIBERGLASS
FIBERGLASS
WOOD
WOOD
FOYER
THERMA-TRU CORP.
SMOOTH STAR SERIES
FL#1 2334.7
+55.0 PSF1 -55.0 PSF
+45.37 PSF, -49.59 PSF
WHITE
RAISED PANEL, FIBERGLASS
DOOR w/ 16" SIDELIGHT
102
16'-0" x 8'-0"
STEEL REINFORCED
STEEL REINFORCED
WOOD
WOOD
2-CARGARAGE
DAB DOOR COMPANY, INC.
MODEL 824/811
NOA# 15-0302.01
+48 PSF, -52 PSF
+37.96 PSF, -45.96 PSF
WHITE
RAISED PANEL, OVERHEAD
STEEL GARAGE DOOR
103
2'-8" x 8'-0"
FIBERGLASS
FIBERGLASS
WOOD
WOOD
GARAGE
THERMA-TRU CORP.
SMOOTH STAR SERIES
FL#5891.5
+6T0 PSF, -67.0 PSF
+41.21 PSF, -61.55 PSF
WHITE
RAISED PANEL, FIBERGUkSS
MAN DOOR
104
12'-0" x 8'-0"
I
ALUIVIINNUU�MALUMINUM
ALUMINUM
FALUMINUM�
GREAT ROOM
LAWSON INDUSTRIES, INC.
SGD9200
NOA# 17-1212.05
+56-7 SPF, -65 PSF
+4Z68 PSF, -46.90 PSF'
WHITE
6-PANEL BI-PARTING SLIDING
GLASS DOOR
L77jml
2'-6" x 8'-0"
ALUMINUM
I ALUMINUM
1 ALM
MINUM
I MASTER BEDROOM
LAWSON INDUSTRIES, INC.
LA PORTE
NOA#17-1212.09
W PSF, -76.0 PSF
1+41.21 PSF, -61.55
WHITE
FRENCH DOOR
Z�
-1-s-flF L 0 -0- R-- f N T-ER -1 OR b00 -R�A- N -b - V f � CAV
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DOOR
FRAME
Location
Remarks
Number
SIZE
Type
Door Size - FIR WxH
Material
Type
T-O" x 8'-0"
PRE -HUNG, RAISED PANEL
WOOD
PRE -HUNG
SITTING/ FUT JRE BEDROOM W.I.C.
T-O" x 8'-0"
PRE -HUNG, RAISED PANEL
WOOD
PRE -HUNG
2-CAR GARAGE
SEE INTERIOR DOOR NOTE #1
112
PR 1'4" x 8'-0"
PRE -HUNG, LOUVERED
WOOD
PRE -HUNG
BEDROOM #3 CLOSET
113
2'-6" x 8'-0"
PRE -HUNG, RAISED PANEL
WOOD
PRE -HUNG
BATH #2
114
2'-8" x 8'-0"
PRE -HUNG, RAISED PANEL
WOOD
PRE -HUNG
BEDROOM #3
115
2'-8" x 8'-0"
PRE -HUNG, RAISED PANEL
WOOD
PRE -HUNG
MASTER BEDROOM
116
2'-6" x 8'-0"
PRE -HUNG, RAISED PANEL
WOOD
PRE -HUNG
MASTER BEDROOM W.I.C.
117
Z-13" 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
SITTING/ FUTURE BEDROOM W.I.C.
SEE INTERIOR DOOR NOTE #2
121
2:-8
!IRE -HUNG, RAISED PANEL
WOOD
PRE -HUNG
HALL CLOSET
122
2 _":: X B
PRE -HUNG, RAISED PANEL
WOOD
PRE -HUNG
BEDROOM #2
VERED
WOOD
PRE -HUNG
SITTING/ -FUTURE BEDROOM #4 CLOSET
123
4 @ 1'-0" x 8'-0"
PRE
wobb
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124
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INTERIOR DOOR NOTES:
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A\
1. GARAGE DOOR TO BE MIN. 1-3/8" THICK, BE SELF -CLOSING, & HAVE SOLID RABBETED JAMBS PER 2017 FLORIDA BUILDING CODE, RESIDENTIAL, SECTION R302.5.1.
2. PROVIDES 29" CLEAR OPENING, SEE NOTE 'H' ON COVER SHEET.
1st FLOOR WINDOW SCHEDULE
Number
Size
Sill Height
Head Height
Frame Material
Type
Location
Manufacturer
Model
ProductApproval#
Approved Pressure
RequiredPressure
Color
Notes
Width
Height
Interior
Exterior
101
2'-0"
4'-2"
T-10"
8'-0"
ALUMINUM
ALUMINUM
SINGLE HUNG
UTILITY ROOM
LAWSON INDUSTRIES, INC.
SH7700
NOA# 16-1003.01
+80 PSF, -80 PSF
+49.54 PSF, -53.96 PSIF
WHITE
102
T-O"
5'-2"
2'-2"
T-4"
ALUMINUM
ALUMINUM
SINGLE HUNG
2-CAR GARAGE-
LAWSON INDUSTRIES, INC.
SH7700
NOA# 16-1003.01
+80 PSF, -80 PSIF
+47.63 PSF, -51.85 PSIF
WHITE
103
2'-0"
T-2"
4'-10"
Y--O'
ALUMINUM
ALUMINUM
SINGLE HUNG
BATH #2
LAWSON INDUSTRIES, INC.
SH7700
NOA# 16-1003.01
+80 PSF, -80 PSIF
+49.74 PSF, -53.96 PSIF
WHITE
SHOWER WINDOW
104
--e--O'
V-10"
81-01.
ALUMINUM
ALUMINUM
DBL-SINGLE HUNG
BEDROOM #3
LAWSON INDUSTRIES, INC.
SH7700
NOA# 16-1003.01
+80 PSF, -80 PSF
+45.58 PSF, -58.29 PSIF
WHITE
EGRESS WINDOW
105
2�
8'
6 �2
V-10"
F-O-'
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
106
2'-8"
61�2'f
11-101,
81-01,
ALUMINUM
ALUMINUM
SINGLE HUNG
BREAKFAST ROOM
LAWSON INDUSTRIES, INC.
SH7700
NOA# 16-1003.01
+80 PSF, -80 PSIF
+44-31 PSF, -55.75 PSIF
WHITE
107
Z_-8-
6'-2"
V-10"
8'-0"
ALUMINUM
ALUMINUMI
SINGLE HUNG
BREAKFAST ROOM
LAWSON INDUSTRIES, INC.
S-H-7760
A# 16-1003.01
+80 PSF, -80 PSF
+44.31 PSF, -55.75 PSIF
WHITE
108
2'-8"
6'-2"
11-101.
81-0.
ALUMINUM
ALUMINUM
SINGLE HUNG
MASTER BEDROOM
LAWSON INDUSTRIES, INC.
SH7700
NOA# 16-1003.01
+80 PSF, -80 PSIF
+43.61 PSF, -54.35 PSIF
WHITE
EGRESS WINDOW
109
5'-0"
6'-2"
11-100
8'-0"
ALUMINUM
ALUMINUM
FIXED
MASTER BEDROOM
LAWSON INDUSTRIES, INC.
PW4200/6200
NOA# 17-1212.13
+68 PSF, -68 PSIF
+43.61 PSF, -54.35 PSF
WHITE
110
2'-8"
6'-2"
11-101,
8'-0"
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
ill
2'-8"
5'-0"
3'-0'
81-011
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
112
5'-4"
6-0"
S-10"
Y--O'
ALUMINUM
ALUMINUM
DBL-SINGLE HUNG
MASTER BATH
LAWSON INDUSTRIES, INC.
SH7700
NOA# 16-1003.01
+80 PSF, -80 PSIF
+46.34 PSF, -50.56 PSF
WHITE
113
67--0-
V-10"
Y--O-
ALUMINUM
ALUMINUM
DBL-SINGLE HUNG
BEDROOM #2
LAWSON INDUSTRIES, INC.
SH7700
NOA# 16-1003.01
+80 PSF, -80 PSIF
+45.24 PSF, -57.61 PSF
WHITE
EGRESS WINDOW
114
:k--O'
V-10"
81,01,
ALUMINUM
ALUMINUM
SINGLE HUNG
SITTING/ FUTURE BEDROOM #4
LAWSON INDUSTRIES, INC.
SH7700
NOA# 16-1003.01
+80 PSF, -80 PSIF
+47.63 PSF, -51.85 PSF
WHITE
EGRESS WINDOW
115
T-0"-6�-T-
V-10"
Jr--0.1
ALUMINUM
ALUMINUM
SINGLE HUNG
SITTING/ FUTURE BEDROOM #4
LAWSON INDUSTRIES, INC..
SH7700
NOA# 16-100101
+80 PSF, -80 PSF
+47.63 PSF, -62.38 PSF
WHITE
EGRESS WINDO
5 V CRIMP METAL ROOF
12
& HURRICANE ANCF 6
iORS
(SEE STRUCTURAL DWG (SEE ELEVATIONS &
CONCRETE TIE BEAM TYPICAL WALL SECTIONS)
FOAM & STUCCO
OUTRIGGER & BRACKET
(SEE ELEVATIONS &
TYPICAL WALL SECTIONS) WOOD ROOF TRUSSES
(SEE STRUCTURAL DWG's)
STUCCO BAND
(SEE ELEVATIONS)
LIVING
LATTICE PANEL DETAIL�
ROOM
(SEE ELEVATIONS) FOYER
KITC� BREY
(SE �
DO �OND
VINYL FAUX SHUTTER
(SEE ELEVATIONS)
9
STUCCO SILL,
(SEE ELEVATIONS)
STUCCO WATER TABLE-., <1 0>2
(SEE ELEVATIONS) DO III -
MONOLITHIC FOOTING
& 4" CONCRETE SLAB ON
GRADE wl VAPOR BARRIER
(SEE STRUCTURAL
DWG's)
RAISED ISLAND
(SEE FLOOR PLAN)
SEE TYPICAL WALL
SECTIONS FOR ROOF
CONSTRUCTION DETAILS
SEE TYPICAL WALL
SECTIONS FOR ROOF
INSULATION DETAILS
8
OUTDOOR
ROOM
'��N
MONOLITHIC FOOTING
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GRADE w/ VAPOR BARRIER
(SEE STRUCTURAL
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IS
MU
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& HURRICANE ANCHORS
(SEE STRUCTURAL DWG's)
STUCCO BAND
(SEE ELEVATIONS)
SAND -SET
PAVERS
TOP OF BEAM ELEVATION
0+1 I'-I"ABV FIN. FLOOR
TOP OF BEAM ELEVATION
@+9'-4'ABV FIN. FLOOR
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THE PROPERTY OF THIS OFFICE & WERE CREATED
EVOLVED & DEVELOPED FOR USE ON & IN CONNECTION
WITH THE SPECIFIED PRWECT NONE OF SUCH IDEAS,
DESIGNS ARRANGEMENTS OR PLANS SHALL BE USED BY
OR DISCLOSED TO ANY PERSON FIRM OR CORPORA RON
FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN
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WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECIUDENCE OVER SCALE DIMENSIONS CONTRACTORS
$11ALL VERITY a BE RESPONSIBLE FOR ALL DIMENSIONS &
CONDITIONS ON THE JOB & I HIS OFFICE MUST BE NOTIFIED
OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRACANGS SHOP DETAILS
OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE
FOR APPROVAL BEFORE PROCEED NO WITH FABRICAI ION
$TEMS $0 NOTED 0 2018 ALL RIGHTS RESERVED
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STUCCO SOFFIT
(SEE TYPICAL
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LINE OF
ROOF OVERHANG
PROVIDE A MIN.
OF (3), OUTRIGGERS
@ FRONT SIDE OF
HOUSE
LINE OF
ROOF OVERHANG
STUCCO SOFFIT
(SEE TYPICAL
WALL SECTIONS)
FLAT HEADER
BOTTOM @ 8'-0" A.F.F.
(SEE ELEVATIONS)
LINE OF
ROOF OVERHANG
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STUCCO SOFFIT
(SEE TYPICAL
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9'-4" C.H�
TEXTURED
STUCCO CEILING
FLAT HEADER
BOTTOM @ 9'-6" A.F.F_
(TYP. OF 4
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4"
mwm
Job No. 1306083
a f�t
F'L-�W11105 FIRM-AA003379
ALL IDEAS, DESIGNS ARRANGEMENTS & PLANS INDICATED
OR REPRESENTED BY THIS DRAVANG ARE OWNED BY &
THE PROPERTY OF THIS OFFICE & WERE CREATED
EVOLVED & DEVELOPED FOR USE ON & IN CONNECTION
WITH THE SPEC FILL PROJECT NONE OF SUCH IDEAS,
DESIGNS PENANG EMENTS 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 'TOFFT ARCHITECTS P A
WRITTEN DIMENSIONS ON THESE DRAGANGS SHALL HAVE
PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS
SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &
IONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED
NS FROM THE DIMENSIONS AND
WN BY THESE DRAWINGS SHOP DETAILS
ALE MUST BE SUBMITTED TO THIS OFFICE
EFORE PROCEEDING WITH FABRICATION
D 0 2018 ALL RIGHTS RESERVED
ARCHITECTS A A
A40
v-9y8"
TYPICAL OUTRIGGER DETAIL_
3"=T-0"
FINISH FLOOR
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 STRAP NG
(SEE STRUCTURAL WG's)
I OR 2 COURSES OF
BOND BEAM
A(SEE STRUCTURAL
2
MIN, 1/4" DRIP�
HI -RIB METAL LATHE &
STUCCO NON -VENTED
SOFFIT
6" WIDE x 6" DEEP
FOAM OUTRIGGER
(SEE DETAIL #3/
SHEET A501)
518" SMOOTH STUCCO
IFIRONTONMOR
6/8" LIGHT TEXTURED STUCCO
(RIGHT, LEFT & REAR ONL)g
FINISH ON 8" CMU OR MASONRY
(SEE ELEVATIONS &
STRUCTURAL DWG's)
1-1/2" SLAB RECESS
(SEE STRUCTURAL DWG's)
GRADE SLOPED AWAY—\
FROM STRUCTURE
- — — — — — — — — -
MONOLITHIC FOOTING
(SEE FOUNDATION PLAN)
INSULATION NOTES:
1. ALL INSULATION TO COMPLY wl 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 wl R302.9
FOR FLAME SPREAD & SMOKE DEVELOPED INDEX.
2. FLAME SPREAD INDEX NOT TO EXCEED 200.
3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
12
SUCRASEAL (OR APPROVED EQUAL)
SPRAY FOAM INSULATION SYSTEM APPLIED PER
5 V CRIMP METAL ROOF
6
MANUFACTURER SPEC's TO ACHIEVE A MIN.
ATTACHED PER LATEST FLORIDA
R-20 VALUE FOR A COMPLETELY SEALED
NOA OR PRODUCT APPROVAL
MOISTURE & AIR BARRIER.
OVER 30# BUILDING FELT,
(SEE INSULATION NOTES, THIS SHEET)
TIN -TAGGED TO APA 40/20,19/32"
EXPOSURE 1 PLYWOOD ROOF
SHEATHING
SEE STRUCTURAL
DWG's FOR ALL
UPLIFT & LATERAL
STRUCTURAL DETAII S
HURRICANE STRAPPING
WOOD ROOF TRUSSES @
(SEE STRUCTURAL DWG's)
24- O.C., MAX.
(SEE TRUSS LAYOUT &
ENGINEERING)
1 OR 2 COURSES OF
BOND BEAM
STRUCTURAL DWG's)
(SEE
TOP OF BEAM (T.O.B.)
VARIES, SEE ELEVATIONS
PAINTED ALUMINUM
1 x4 WOOD RATRU NS
DRIP EDG E FLASHING OVER
-m.
(SEE STRUCTURAL DWG's)
P.T. 1 x 2 OVER 1 x 6 PAINTED
jit zx
1/2" GYP.
WOOD COMPOSITE
BID. CEILING w/
F CIA OVER
PAINTED 2 x 4 WOOD
ATTACHED TO UNDERSIDE
SUB -FASCIA
OF ROOF TRUSSES
(SEE INTERIOR WALL & CEILING
MIN. 1/4" DRIP
SEE REFLECTED CEILING
FINISH NOTES, THIS SHEET)
0 PLANS FOR ALL CEILING
DETAILS
P.T. lx3 WOOD CONTINUOUS
FIRESTOP
HI -RIB METAL LATHE
P.T. 1 X2 WOOD FURRING
STUCCO NON -VENTED
@ 24" O/C
SOFFIT
1/2" GYP. WALL BD.
w/ TEXTURED FINISH
6" WIDE x 6" DEEP
2'-0"
(SEE INTERIOR WALL & CEILING
FOAM OUTRIGGER
TYROVERHANG
FINISH NOTES, THIS SHEET)
(SEE DETAIL #3/
SHEET A501)
MIN. R4.1 FOIL WALL INSULATION,
(VERIFY w/ ENERGY CALCULATIONS)
5/ 8" SMOOTH STUCCO OR STUCCO
(SEE INSULATION NOTES, THIS SHEET)
SIDING (FRONT ONLY) R
5/8" LIGHT TEXTURED STUCCO
(RIGHT, LEFT& REAR ONLY)
FINISH ON 8" CMU OR MASONRY
(SEE ELEVATIONS &
TYPICAL EAVE DETAIL
STRUCTURAL DWG's)
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)
1 x4 WOOD RATRU NS
(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" OIC
MIN. R4.1 FOIL WALL INSULATION,
(VERIFY w/ ENERGY CALCULATIONS)
(SEE INSULATION NOTES, THIS SHEET)
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)
TIlls WALL SECTION
PERTAINS TO
FRONT ELEVATION ONLY
1 -STORY WALL SECTION
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 I PLYWOOD ROOF
SHEATHING
UPLIFT 8, LAT
H RRI(
C
U 'ANE =p ING
(SEE STRUCTURAL WG's)
101 Zi
BOND BEAM
Z� (SEE STRUCTURAL WG's)
TOP OF B NO BEAM PAINTED ALUMINUM
-DRJP-EDGE FLASHJN�%TER-
9'-4"A.F.F. P.T. 1 x 2 OVER I x 6 PAINTED
WOOD COMPOSITE
DECORATIVE FASCI OVER
PAINTED 2 x 4 WOO
SUB -FASCIA
MIN. 1/4" DRIP
2'-0"
HI -RIB METAL LATHE & TYROVERHANG
STUCCO NON -VENTED
SOFFIT
6" WIDE x 6" DEEP
FOAM OUTRIGGER
(SEE DETAIL #3/
SHEET A501)
5/8" LIGHT TEXTURED STUCCO
�R�HT
FINISH ON 8" CMU OR MASONRY
(SEE STRUCTURAL DWG's)
1-1/2" SLAB RECESS
(SEE STRUCTURAL DWG's)
GRADE SLOPED AWAY-,,,
FROM STRUCTURE
FINISH FLOOR
@ EL. +0'-0" A. F. F.
SEE TRU
DWG�
s FO
STRUCTU
MONOLITHIC FOOTING
(SEE FOUNDATION PLAN)
12
6 F
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.
'I T(SEE INSULATION NOTES, THIS SHEET)
3
A601
SEE REFLEC ED CELING]
PLANS FOR ALL Cn
DETAILS
SEE STRUCTURAL
DWG's
1 4H
WOOD ROOF TRUSSES @
24" O.C., MAX.
(SEE TRUSS LAYOUT &
ENGINEERING)
IX4 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" OIC
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)
4�
k, 7
V �
1 -STORY WALL SECTI,
3/4"=V-0"
Ln
TOM
Lu
U)
2
REVISIONS BY DATE <
PERMIT SETS ISSUED DWD 11.20, 15 7
Z� BLDG DEPT REV #1 OWD 12.14,15
AUPDATE TO 2017 FBC OWD 01.04 19
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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.)
CN
IX6 P.T. NAILER PROVIDE 2-1/4" MASONRY
WOOD STUD PARTITION w/
PROVIDE SHIMS AS REQUIRED
I
EDGE DISTANCE
—GYPSUM WALLBOARD
WOODDOOR T"""`
DRYWALL SEE
(SEE DETAIL SHEET)
WOOD STUD PARTITION wl
(SEE DOOR SCHEDULE)
WALL SECTIONS JAMB EXTENSION AS NEEDED
GYPSUM WALLBOARD
ATTACH DOOR FRAME
BLOCKING AS REQUIRED
(SEE DETAIL SHEET)
WOOD CASING, PAINT GRADE
PER LATEST NOA PRODUCT
PROVIDE SHIMS AS REQUIRED
DOOR STOP
(VERIFY w/ G.C.)
Lu
APPROVALS
PRE -HUNG WOOD DOOR FRAME
ci IMPACT RATED EXTERIOR
PAINT GRADE
4 4
DOOR STOP BEYOND
L/ DOOR (NOT FRENCH) PER
(VERIFY w/ G.C.)
12"NgNIMUM' LATEST NOA PRODUCT
: 4 PRE -HUNG WOOD DOOR FRAME
FINISH FLOOR VARIES BY
APPROVAL
ROOM
I DOORSTOP
V
(VERIFY SPEC's w/ G.C.)
STONE OR BRICK
BLOCKING AS REQD
THRESHOLD
�V\\ �-�WOODDOOR
NOTES:
CONCRETE FLOOR SLAB Lu
(SEE FLOOR PLAN)
PRE -HUNG WOOD
41 (SEE FOUNDATION PLAN)
0.
STUCCO RETURN
l.VERIFY w/ G.C. IF SOUND DOOR FRAME
0 LIND
NOTES:
INSULATION WILL BE REQUIRED,
STUCCO FINISH
WOOD DOOR
(SEE ELEVATIONS) TREMCO 250 FLUID APLLIED
l.VERIFY w/ OWNER IF SOUND
2. VERIFY HINGE SIDE w/ FLOOR PLAN. (SEE DOOR SCHEDULE)
NOTES:
WATERPROOFING AROUND
INSULATION WILL BE REQUIRED.
FILLED CELL OR POURED PERIMETER OF ALL DOOR
l.VERIFY wl G.C. IF SOUND
COLUMN BUCKS. MEMBRANE TO
2. VERIFY HINGE SIDE wl FLOOR PLAN.
INSULATION WILL BE REQUIRED.
(SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM
2. VERIFY HINGE SIDE w/ FLOOR PLAN.
HEADER, JAMBS AND SILL ON
BOTH SIDES,TYPICAL.
*CAULK AS REQUIRED IY2"=V-0"
*CAULK AS REQUIRED lY2"=V-0"
'CAULK AS REQUIRED
w
DOOR 0OUTSWUR JAMB DETAL
TVP. Ut!]TERWR DOOR HEADD DIDETAL
M
TVF. WEIRMH DOO19 JAMB DETAL
H
TY P. WrEimm 000OR 7HRE'_3F00 LID DQETA�L
Flo
— PRECAST LINTEL OR
CMU WALL OVER PRECAST INDICATES SKIM COAT
LINTEL OR POURED CONC.—
PRECAST LINTEL OR
PRECAST LINTEL OR
POUREDBEAM
PLASTER wl SMOOTH
BEAM, SEE STRUCT.
POURED BEAM
POUREDBEAM
(SEE STRUCTURAL
FINISH
(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)
STUCCO FINISH EMBED @8 'O.C. MAX, 2"
-1
DRYWALL SEE
(SEE ELEVATIONS) FROM CORNER
WALL SECTIONS
TREMCO 250 FLUID APLLIED zi
STUCCO SURROUND
DRYWALL SEE
TREMCO 250 FLUID APLLIED DRYWALL SEE
WATERPROOFING AROUND IX6 P-T. NAILER
(SEE ELEVATIONS)
Sl
WALL SECTIONS
WATERPROOFING AROUND WALL SECTIONS
PERIMETER OF ALL DOOR 4 , I
4
TREMCO 250 FLUID APLLIED
PERIMETER OF ALL DOOR
T
BUCKS. MEMBRANE TO 3YAv
2
CORNER BEAD
WATERPROOFING AROUND lX6 P.T. NAILER
BUCKS. MEMBRANE I
TO 1X6 P.T. NAILER
. (N
4
EXTEND 12" MIN. FROM
/_ � CASING BY G.C.
?T
PERIMETER OF ALL DOOR
EXTEND 12" MIN. FRO M 4
CASING BY G.C.
HEADER, JAMBS AND SILLLO�N
T
T
BUCKS. MEMBRANE TO L
HEADER, JAMBS AND SILL O�
BOTH SIDES,TYPICAL.
DRIP KERF IN
EXTEND 12" MIN. FROM
BOTH SIDES,TYPICAL.
JAMB EXTENSION AS
STUCCO RETURN %M
STANDARD 2" TRACK,
6 CASING BY G.C.
HEADER, JAMBS AND SILL OIN
JAMB EXTENSION AS NEEDED
NEEDED
STUCCOSURROUND TORSION SPRING
BOTH SIDES,TYPICAL.
'SEE ELEVATIONS, OPERATED O,H,
lX4 P.T. BUCK W/ Y4" TAPCONS
lX4 P,T, BUCK W1 114" DIA, x
—I X4 P,T, BUCK W/ 1/4"
GARAGE DOOR.
17
1Y4" EMBED @ 8" O.C. MAX, 2"
STUCCO SURROUND & 1-3/4" EMBED. @ 12" D.C., 6" E.E.
STUCCO SURROUND & DIA. x 1-3/4" EMBED. @
n
WD. MOULD OVER
STUCCO SURROUNID& FROM CORNER
RETURN PROVIDE 2-1/4" MASONRY
RETURN 12" O.C., 6" E.E.
T
1X6SMOOTH STEEL INSULATED IMPACT
RETURN
(SEE ELEVATIONS) EDGE DISTANCE
(SEE ELEVATIONS) I PROVIDE 2-1/4"
CEDAR BD. OVER RATED OVERHEAD DOOR,
(SEE ELEVATIONS) IMPACT RATED WINDOW,
MASONRYEDGE
1X PIT. FURRING INSTALL PER PRODUCT
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. 1Y2"=V-0"
*CAULK AS REQUIRED 1Y2"=V-0"
*CAULK AS REQUIRED li/2'.=V-0"
0ARAGE DOOR HEAD DF�TAL
TWMAL WINDOW HEAD DETAL
Q
7VMCAL FRENCH BOO OR HEAD DE`TA�L
6" MIN. NOTES:
1 X4 P.T. BUCK W1 1/4" DIA. x
1-3/4" EMBED. @ 12" O.C., 6" E.E.
INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH
1 X4 P.T. BUCK W1 1/4" DIA. x
6" MIN. OVERLAP 1. CAULKING, SEALANT, ADHESIVE,
PROVIDE 2-1/4" MASONRY
lX4 P.T. BUCK W/ 1/4" DIA. x
OR GASKET SEALS WINDOW
CASING BY G.C. EDGE DISTANCE
M4 4
EMBE @ 8" O.C. AX, 2" FROM CORNER
PROVIDE 2-1/4" MASONRY
. .1
FRAMING AND WALL JOINTS TO
lX6 P.T. NAILER JAMB EXTENSION AS NEEDED
FF
EDGE DISTANCE
ROVIDE 2-1/4" MASONRY
lX6 P.T. NAILER EDGE DISTANCE
FORM AIR BARRIER.
2" RECESS IN CONCRETE
lX6 P.T. NAILER
DRYWALL SEE IMPACT RATED SLIDING
DRYWALL SEE JAMB EXTENSION AS NEEDED
DRYWALL SEE
2. THESE PRINCIPLES ARE ALSO
WALL SECTIONS DOOR INSTALL PER
WALL SECTIONS---�]
WALL SECTION JAMB EXTENSION AS NEEDED
s7
MOISTU BARRIER APPLICABLE TO DOOR
PRODUCT APPROVAL
INTERIOR SILL BY G.C.
OVERLAPP 0 DIRECT WEATHERPROOFING.
STEEL INSULATED IMPACT RATED
A om
MOISTURE AWA
MOIST W
STRUCTURE/FRAMI
C4 :A�
INSTALL PER PRODUCT APPROVAL
IMPACT RATED WINDOW,
1
DOOR INSTALL PER
PRODUCT APPROVAL
INSTALL PER PRODUCT
4
ml IK
12" MINIMUM'
WD. M ULD OVE R lX6 SMOOTH CEDAR
APPROVAL
BD. OVER 1X PT. FURRING
12"KMNIMUM
12 "NI mulw
6 IN.
STONE OR BRICK
TREMCO 250 FLUID APLLIED
EXTERIOR STUCCO SILL
STONE OR BRICK
HEAD CASING/
TRIM
4_�
THRESHOLD
T WATERPROOFING AROUND PERIMETER OF
TTT THRESHOLD
TREMCO 250 FLUID APLLIED
ALL DOOR BUCKS. MEMBRANE TO EXTEND
STUCCO SURROUND &
STUCCO SURROUND &
.6" MIN.
...... WATERPROOFING AROUND
12" MIN. FROM HEADER, JAMBS AND SILL
RETURN
RETURN
PERIMETER OF ALL DOOR
ON BOTH SIDES,TYPICAL.
(SEE ELEVATIONS)
(SEE ELEVATIONS)
/STUCCO FINISH BUCKS. MEMBRANE TO
STUCCO FINISH STUCCO RETURN
STUCCO FINISH TREMCO 250 FLUID APLLIED
STUCCO FINISH
(SEE ELEVATIONS) EXTEND 12" MIN. FROM
(SEE ELEVATIONS) (SEE ELEVATIONS)
(SEE ELEVATIONS) WATERPROOFING AROUND
(SEE ELEVATIONS) TREMCIO 250 FLUID APLLIED
FOLDED OR INDOW UNIT
W
HEADER, JAMBS AND SILL ON
CORNERBEAD
WATERPROOFING AROUND
SOLDERED
SILL FLASHING
F" I ED C'El I OR POURED BOTH SIDES,TYPICAL.
FILLED CELL OR POURED STUCCO SURROUND
PERIMETER OF ALL DOOR
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. MEMBRANETO
EXTEND 12" MIN. FROM
JAMB CASING/ TRIM
(SEE STRUCTURAL DWG's) STUCCO SURROUND &
RETURN
(SEE STRUCTURAL DWG's)
(SEE STRUCTURAL DWG's) HEADER, JAMBS AND SILL ON
(SEE STRUCTURAL DWG's)
HEADER, JAMBS AND SILL ON
SILL (SLOPED TOP)
(SEE ELEVATIONS)
BOTH SIDESTYPICAL.
BOTH SIDES,TYPICAL.
OVERHANGS
APRON +/- I"
*CAULK AS REQUIRED ly2"=V-0"
*CAULK AS REQUIRED 1Y2"=V-0"
*CAULK AS REQUIRED lY2"=l'-0"
*CAULK AS REQUIRED lY2"=l'-0-'
WNDOW WAVERPROMNO
=r
SLUNG QLASS DOOR JAMB DETA�L
P)
(GARAGE DOOR JAMB DEVAL
TVINCIAIL, WKDOW JAMB B ETA�L
7VMCAL FRENCH DOOR JAMB DETA�L
18
1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND
170 MPH WIND LOADS AS REQUIRED BY THE 2017 FBC-BUILDING AND ALL APPLICABLE
CODES.
SLIDING GLASS
STUCCO A
DOOR JAMB EXTENSION
2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW &
ALUMINUM DOOR SILL RISER
(SEE MFG. SPEC's)
MOULD & lX6 SMOOTH
CEDAR BD.
EXTENSION JAMB ----\ I
AS NEEDED
DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION.
SLIDING GLASS DOOR
IMPACT RATED WINDOW,
(SEE DOOR SCHEDULE) *ADJUST FINISH FLOOR AS
STUCCO SURROUND
INSTALL PER PRODUCT
STUCCO IMPACT RATED
3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT
NECESSARY TO FINISH OUT FLUSH
APPROVAL
EXTENSION jAMB ALUM. FRENCH D
GAIN.
ATTACHMENT PER w/ SLIDING GLASS DOORSILL
BEYOND
& ALUM- THRESHOLD,
MFG.SPEC's RISER
(SEE ELEVATIONS)
STUCCO SILL 1 X4 P.T. BUCK W1 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 (SHGC) AND V'FACTOR VALUES AS INDICATED IN THEEN—E—RGY
FINISH/ CONCRETE FLOOR SLAB
STUCCO RETRUN
6" E.E.
TREMCO 250 FLUID APLLIED
CALCULATIONS.
(SEE FLOOR PLAN) (SEE STRUCTURAL DWG's)
SLOPE
DRIVEWAY PAVERS
PROVIDE 2-1/4" MASONRY
WATERPROOFING MEMBRANE
I X P T. BUCK W/ Y4"
5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED
(VERIFY w/ G.C.) SL PE i I I
EDGE DISTANCE
AROUND PERIMETER OF ALL DOOR
BUCKS. MEMBRANE TO EXTEND TAPCONS lY2"EMBED
WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE
TREMCO 250 FLUID APLLIED 21
l2v SILL & APRON BY G.C.
@ 12" D.C., 2'
12" MIN. FROM HEADER, JAMBS MAX
ARCHITECT.
WATERPROOFING AROUND
PERIMETER OF ALL DOOR
AND SILL ON BOTH SIDES,TYPICAL. FROM CORNERS.
BUCKS, MEMBRANE TO z
6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS AND NUMBERS.
EXTEND 12" MIN. FROM
FINISH�D FLOOR, BY
STONE OR BRICK PAVERS, 0
7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING
MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW
% T
INDICATES CONCRETE SLAB
4D SILL ON R
HEADER, JAMBS At lX6 P T NAILE
BOTH SIDES,TYPICAL.
DRYWALL SEE WALL
RISERS & THRESHOLD (TYP.)
�l -_ 7
OR DOOR DESIGN TO MEET CODE FOR WIND LOADS & WATER INTRUSION.
(SEE STRUCTURAL DWG's)
SECTIONS
, 1, , I
STUCCO FINISH
E T
s TYP
8. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS,
STEEL INSULATED IMPACT
(SEE ELEVATIONS)
Lu Z
w
MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION.
CONCRETE FLOOR
RATED OVERHEAD DOOR,
INSTALL PER PRODUCT
POURED CONCRETE SILL
(SEE STRUCTURAL DWG's)
U) 1'R
[L
THRES OL
9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS To HAVE
SLAB
APPROVAL
WINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FOR
181.
MAXIMUM PRIVACY.
*CAULK AS REQUIRED ly2"=V-0"
'CAULK AS REQUIRED 1Y2"=V-0"
�CAULK AS REQUIRED IVI
*CAULK AS REQUIRED lY2"=l`
EKTE[MOR WN009 -a DOOR UENERAL NOOTES
BUNKCR ULASS DOOR MLL DETAL
0ARA3E DOOR ELL DETNL
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7VNCAL FRENCH DOOR EADDLE DETAL
A
File COPY
REVISIONS
PERMIT SETS ISSUED
DWD
1
BLDG DEPT. REV #1
DWD
I
A
UPDATE TO 2017 FBC I
DWID
1 0
�_4
w
49 ell
Lr)
I
JAN 0 2 2nlq
FL-W11105 RRM-AA00
ALLIDEAS DESIGNS ARRANGEMENTS &PLANSIN
OR REPRESENTED BY THIS DRAWING ARE OWNED
THE PROPERTY OF THIS OFFICE & WERE CREATEI
EVOLVED & DEVELOPED FOR USE ON & IN CONNIE
WITH THE SPECIFIED PROJECT NONE OF SUCH DI
DESIGNS. ARRANGEMENTS OR PLANS SHALL BE U
OR DISCLOSED TO ANY PERSON. FIRM OR CORPO
FOR ANY PLC POSE WHATSOEVER WITHOUT TH E V
PERMISSION OF RANDALL E STOFFT ARCHITECTS
WRITTEN DIMENSIONS ON THESE DRAWINGS SHAL
PRECEDENCE OVER SCALE DIMENSIONS CONTRA
SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMEV
CONDITIONS ON THE JOB, & THIS OFFICE MUST BE
OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESL DRAWINGS SHOP
OF ADEQUATE SCALE MUST BE SUBMITTED TO TH
FOR APPROVAL BEFORE PROCEEDING NTH FADS
ON ITEMS SO NOTED 02018 ALL RIGHTS RESERV
IRANDALL STOFFT ARCHITECTS P A
usill
I
Lf)
24" MAX. I
WATERPROOFING MEMBRANE MUST 0
EXTEND MIN 3" BEYOND THRESHOLDS WALL (SEE N
AND ROUGH JAMBS FLOOR PLANS) I
TOM
TEMP'D GLASS 1/2" DUROCK
PROVIDE TEST TEE ENCLOSURE BOARD
WITH SCREWED COUNI COLUMN OR PARTITION
SUNK ASS PLASTIC PLUG. AS SHOWN ON FLOOR PLAN
TAPERED -THREAD WITH 1/2" DRYWALL EA. SIDE **SEE NOTE**
TEE JOINT COMPOUND CLEANOUT FACE SHALL 1/8" MASTIC uj
BE WITHIN 4" OF WALL PROVIDE KNOCKDOWN FINISH
E
SURFACE. PROVID INTERIOR PAINTED DRYWALL SURFACES
WHERE CLEANOUT TEE PIPE EXTENSION IF REQUIRED. FINISH TILE
IS CONCEALED IN A
CHASE OR PARTITION, OR MARBLE CAP
PROVIDE A ROUND 18 WOOD STUD FRAMING @ 24" D.C. MAX.
GAUGE STAINLESS STEEL
COVER WITH BEVELED
EDGES AND FLATHEAD ow IR -1 IL -
MACHINE SCREW SUBSTRATE
SLOPE TO SLOPE TO
__FRA uj
DRAIN A"I FT. IN Y/ FT (SEE P.T. 2x4 SILL PLATE
CONCRETE . . . . . ........ FLOOR PLANS)
FLOOR
SLAB
4 4 -1/2" GYP BD. OR CEMENT BOARD (SEE PLAN)
rim 2X4 WOOD STUD @ 24" O.C. MAX.
VN NOTE -1/2" GYP BID. OR CEMENT BOARD (SEE PLAN)
VT T AR—OVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOTSFRVED
WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 41 OF FLOOR. NOTE:
CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS 1/2" DUROCK NOTE:
.200 Ni a4 BOARD FLANGED DRAIN FOR **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN
Fx TOO DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER
_ E
E
IN
EEL
T
=_TA U
NE S E
iETE
Vv WATER TIGHT JOINT ED. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS
Q,c� (2) 2X4 WITH FLOOR SHOWERS & TUB SURROUNDS"
NOT TO SCALE P.T. CURB NOT TO SCALE 1 1/2"=V-0"
WALL CLEAN OU7 BE`TA�L __711 S040WER DETML 7VMCAL �NTEMOR PART17MM 'NALL
Ify, 0.� VVO V� 0
0. Vill I Ho
1, ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 20 ga. METAL FRAMING @ 16"
2. PLUMBING CONTRACTOR SHALLVISITTHE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITHALL EXISTING CONDITIONS. O.C. MAX, OR AMRSTRONG
DRYWALL GRID SYSTEM
4 ALL WORK SHALL BE PERFORMED BYA LICENSED PLUMBING CONTRACTOR INA FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED STRUCTURE 4'0,C. MAX. 4
sHow 3 ALL MXTERIALS SHALL BE NEW, (SUSPENDED FROM
SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKIFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE
A PART OF THIS CONTRACT.
5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY
DAMAGE FOR THE DURATION OF THE WORK CD
4 INTERIOR
6 PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN 4
fw PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT PLUMBING CONTRACTOR MUST BE PRESENT SIDE
ps FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES.
p 7. DRAWINGS ARE DIAGRAMMATIC DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING EQUIPMENT,ETC 4 DRYWALL (USE MOLD RESISTANT
Or 5 1/2
LU
8, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WTH THE PROGRESS OF CONSTRUCTION REPORT
ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION L) Z 71 DRYWALL ON ALL EXTERIOR
_J EXTERIOR 4 PERIMETER WALLS) ON P.T. lX2 WD,
9 VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ILL. CL 4 4
ENGINEER OF ANY DISCREPANCIES. LU FURRING @ 24" O.C. MAX. WITH R-4.1
0 SIDE
z FOIL INSULATION (MINIMUM) @ ONE
0 10 WATER PIPING ABOVE AND BELOW GRADE SHALL BE TYPE l" COPPER 0
F- IDE OF WALL ONLY
rk� S
11. SOIL,WASTE VENTAND RAINWATER PIPING SHALL BE CASTIRON OR PVC. PVCMAYNOT BE USEDTHRU RATED ASSEMBLIES ORIN
PLENUMS UJ 0
LL
ON N 7 --7-7777
12 ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE CMU WALL OR CAST IN
LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION, 777 .... 4 PLACE CONCRETE
f 2 13. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WTH GOOD ENGINEERING 5/8" GYP. BID. FASTENED 6" (SEE STRUCTURAL D\NG's)
A PRACTICE,
14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECITONS� EXCEPT AT WATER O.C.@ PERIMETER & 8" O.C.
HEATER AS PER CODE. BALANCE NOTE:
15 ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN
16 ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT
FILLING VOIDS BETWEEN PIPE AND WALLIFLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS
AS PART OF THE PLUMBERS WORK BACKER BID, (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT wl WATER, SUCH
17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS AS SHOWERS & TUB SURROUNDS
THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL 1 1/2"=V-0"
CHARGE WITHIN 72 HFUS OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION
[PLUMMKO MEER k WHICH MAY HAVE BEEN DAMAGED COUNQ DETML 7 TYMCAL EfK7EMOR CMU WALL
ROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS.
19 NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS ORIN 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'X'OR
21 CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT. TIEINOFAICTOBEBY CEMENT BOARD (SEE PLAN)
GUY GRAY SPACE SAVER WITH 4" 21" OTHERS. PVC PIPING WTH 1/2" THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. CMU OR CAST IN
DEEP BOX FOR METAL STUD WALL SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING PVC WILL BE MIN SCHEDULE 40 PROVIDE ANGLE STOPS ON ALL WATER
MIN 0 SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. PLACE WALL
0 22. WATER PIPING INSULATION SHALL BE I" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL METAL JOIST TRACK
HOT WATER PIPING.
23. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING & ALL COLD WATER PIPING SHALL BE INSULATED WITH 112" THICK
ARMAFLEX INSULATION.
WATER HAMMER ARRESTOR . .... z 24 STUDOR MINIfMAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABILF BY I Ht CONCRETE CMU WALL OR CAST IN
PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS FASTENERES AS 4 PLACE CONCRETE
ulf INTERIOR
REQUIRED—--,
(SEE STRUCTURAL SPACE
0 HW & CIN HOSE CONNECTIONS 25 1 "WATER METER HOOKUP.
M I N. z
WNACUUM BREAKERS 26.1-1/4" SUPPLY FROM METER TO HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE VERSUS NUMBER OF BATHROOM FIXTURES DWG's)
(WATTS OR EQUAL) ---- --- . ...
27. WAT R HEATERS TO FULLY COMPLY WITH 2017 F S C RESIDENTIAL, SECTION P2801 WATER HEATERS'& PLUMBING CODE SECTION P504,
INTERIOR 1/2" DRYWALL (USE MOLD RESISTANT
ID
DRYWALL ON ALL EXTERIOR PERIMETER
DEVICE By THE PLUMBING CODE ANDI OR BUILDING OFFICIAL SPACE O.C.
WALLS) ON P.T. IX2 WD. FURRING @ 24'
A2 29. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED STEEL (OR EQUAL CORROSIVE RESISTANT METAL) WITH MAX. WITH R-4.1 FOIL INSULATION (MINIMUM)
2017 FLORIDA BUILDING CODE -RESIDENTIAL A MINIMUM THICKNESS OF 24 GAUGE. PAN SHALL NOT BE LESS THAN 1 5" DEEP AND SHALL BE OF SUFFICIENT SIZE & SHAPE TO RECEIVE ALL @ ONE SIDE OF WALL ONLY
DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A MIN.
DIAMETER OF 0 75 INCH AND Of APPROVED MATERIAL LISTED IN TABLE 605 ILTHE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE
1/2" HW & NOTE: PER SECTION P2705 INSTALLATION, NOTE #5: OVER A SUITABLY INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS
CWPIPING -S THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND SURFACE.
WATER CLOSETS, LAVATORIES AND BIDETS. A WATER CLOSET, 30 PROVIDE BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER. INSTALL PER CURRENT STATE & LOCAL BUILDING
2" DIA. WASTE FINISHED WALL LAVATORY OR BIDET SHALL NOT SET CLOSER THAN 15 INCHES CODES, CLIP ANGLE, NO LESS THAN METAL METAL JOIST
FINISHED FLOOR FROM ITS CENTER TO ANY SIDE WALL, PARTITION OR VANITY OR 31 ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS. JOIST DEPTH MINUS 1/2" (ATTACH CLIP 00
11 00
CLOSER THAN 30 INCHES CENTER -TO -CENTER BETWEEN � �2, PER 2017 F B.C. RESIDENTIAL SECTION P2708 4 SHOWER CONTROL VALVES', INDIVIDUAL SHOWER & TUBI SHOWER COMBINATION VALVES & TRACK TO CONCRETE wl EXP., NOTE�
zi� � SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE- BALANCED, THERMOS7ATIC-MIXING OR COMBINATION PRESSURE -BALANCE/
L V" RG
ADJACENT FIXTURES. THERE SHALL BEA CLEARANCE OF NOT f THERMOSTATIC MIXING VALVES TYPE WITH A HIGH LIMIT STOP IN ACC09RDANCE WTH ASSE 1016 ASME AT 12f CSA 8125 16 THE HIGH LIMIT ANCHOR BOLTS, OR TAPCONS) **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN
13 AX 1 14 F S OT B US 0
LESS THAN 21 INCHES IN FRONT OF A WATER CLOSET, LAVATORY STOP SHALL BESET TO LIMIT WATER TEMPERATURE TO A MAX OF120'F(49-C). WLINE THERMOSTATIC VALVES SHALL NOT BE USED FOR
COMPLI Ct WIT T IS SECTI 0
OR BIDET TO ANY WALL, FIXTURE OR DOOR. AN H Ho N DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER
NOTE: BID. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS
NOT TO SCALE PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED 1 1/211= 1 1-01, SHOWERS & TUB SURROUNDS" 1 1/2"=V-0"
WASHR2 MACHUNE CONNECMN DIE7A�L TYMCAL FLUMHO [RKTURE CLEARANCE 13 [PLUMMO NOTES 10 CRUM J007 ATTACH EMENT 12F_7ML 6 tLYMCAL �NTEMOIR CMU WALL 2
1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR
INSTALLATION DETAILS. A2 P.T. lx3 FURRING NAILER
2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE
OF THERMAL EXPANSION TANK OR APPROVED DEVICE.
3. SEE NOTE PLUMBING NOTE #29 FOR DRAIN PAN &
PAN DRAIN REQUIREMENTS.
HOT WATER COLD WATER
SUPPLY SUPPLY
WATTS IBRVT
PRESSURE
RELIEF VALVE
HEAT PRESSURE
TRAPS RELIEF DRAIN HOT WATER
WITH 2" AIR GAP ,�RETURN
CHECK
T&P TO GROUD VALVE
%AlITL_I ')It AID 12A
DRAINAGE FIXTURE UNIT (d.f.u.) VALUES
2017 F.B.C. RESIDENTIAL, CHAPTER 30, PER TABLE P3004.1
LOCATION
SINK
M.
D.W.
MASTER BATH
2
2
2
3
BATH #2
1
2
3
BATH #3
1
1
2
3
KITCHEN
2
2
LAUNDRY OM
2
OUTDOOR ROOM
TOTAL COUNT
2
11 2
4
6
9
2—]
2
CMU WALL OR CAST IN PLACE
ROOF TRUSSES OR CEILING FRAMING
CONCRETE
VENTW/
(SEE PLAN)
(SEE STRUCTURAL DWG IS)
Q
PERFORATED CAP
EXTERIOR STUCCO
GO PLUG 3" ABOVE TOP
FINISH
FOIL WALL INSULATION
(SCREWED) OF PRIMARY
DRAIN PAN
(SEE ELEVATIONS)
(SEE TYPICAL WALL SECTIONS)
AHU
TEE IN
1/2" GYP. ED. FINISH
UNION
WEATHER STRIPPING
<
(SEE WALL TYPE & FLOOR PLANS)
CONNECTIOTL
AROUND OPENING
ELBOW
TSP 1"
A.-
TSP 1"
(3" WIT)
WOOD CASING
WOOD STUD FRAMING V,
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. BD FINISH
S. DRAIN LINE SHALL BE COPPER
(SEE WALL TYPE &
RELIEF VALV 2 TYPE 1" AND INSULATED 1/2" MIN. TYPE'X'GYP. ED. SCREWED TO FLOOR PLANS)
A C TSP = FAN TOTAL STATIC PRESSURE. PLYWOOD PANEL
2"AIR GAP W.H. S.O.V. 27 d.f.u.'s 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM
CHORD OF TRUSS w/ 10d NAILS @ 8" O.C.
GYP. BID. CEILING
NOT TO SCALE NOT TO SCALE 1 1/2"=V-0" 1 112"=T-0"
WATER H[EA7E[R OR7A�L _71-s- ORMNAGE MTURE UN7 CALCULAMMS-2, 121 CONDENSATE F-71HAP BETA�L _9 - 7VMCAL ATTC ACCESS IDEML 6 SMD'�IVALL 70 CONCRETE WALL DEML vile copy I I
REVISIONS
BY
DATE
PERMIT SETS ISSUED
DIND
11,20.15
BLDG. DEPT. REV #1
DND
121415
U PDAT ETD 2 017 FBC
D WD
01.D4 19
Ln
P-4
P4
F-1
r
0
EMM4
cn
lii=4
cr,
0
P-4
u
u
Job No. 1306083
0 -- zsl#
JAN 0 2 mig
FL--0011105 FIRM-AAW3379
ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLAINS INDICATED
OR REPRESENTED BY THIS DRAWING ARE OWNED BY, &
THE PRONPERTY OF THIS OFFICE A WERE CREATED,
EVOLVED. & DEVELOPED FOR USE ON, & IN CONNECTION
WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS
DESIGNS ARRANGEMENTS, OR PLANS SHALL SE USED By
OR DISCLOSED TO MY PERSON FIRM, OR CORPORATION
F
PERMISSION OF RANDALL E. STORIFT ARCHITECTS, P A
WRIFFFEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER WALE DIMENSIONS, CONTRACTORS
SHALL VERIFY 8 BE RESPONSIBLE FOR ALL DIMENSIONS &
CONDITIONS ON THE JOB III THIS OFFICE MUST BE NOTIFIED
OF ANY VARIATIONS FROM THE DIMENSIONS AND
BY THESE DRAWINGS. SHOP DETAILS
E MUST BE SUBMITTED TO THIS OFFICE
ORE PROCEEDING WTH FASRIQATION
0 2018 ALL RIGHTS RESERVED
CH ITECTS P A
A701
p
rm
m
1p
0
5
ELECTRICAL NOTES
GENERAL:
FIXTURES:
1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALI_
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 LIG14TING FIXTURES AND FANS TO BE SELECTED & LOCATED BY
CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY.
OWNER/ARCHITECTANTERIOR 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. UNLESS 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 2014 NEC 210.52.
11) PROVIDE DISCONNECTS FOR POOL PUMP PER NE.C, 680� POOL
4) PROVIDE GFCI BREAKERS FOR ALL GARAGE DOOR OPENER RECEPTACLES.
CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS
PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL
5) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN.
CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL
PROVIDE OPTIONAL PRE -WIRED HIGH SPEED DATA OUTLETS AS SHOWN ON
POOLISPAEQIUPMENT.
PLANS. (IF APPLICABLE)
12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS,
6) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS.
FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE
SUNROOMS, REC ROOMS. CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BE
112' CONDUIT UNDER SLAB FROM WALL.
ARC FAULT CIRCUIT PROTECTED PER 2014 NEC 210.12(B).
7) ALL GFCI DEVICES MUST BE READILY ACCESSIBLE PER 2014 NEC 210.8.
13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER
SHALL HAVE THWN INSULATION.
SMOKE DETECTORS;
14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.IC.
1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL
RATING OF 22,000 AMPS & BE NEMA-3R RATED.
SIMULTANEOUSLY W/ TEMPORAL SOUND.
15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75- CONTINUOUS DUTY.
2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS,
KITCHENS, BATH ROOMS.
3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM &
SMOKE DETECTOR.
PER 2017 FBC-ENERGY CONSERVATION, 6TH EDITION
R404.1 LIGHTING EQUIPMENT (MANDATORY).
NOT LESS THAN 75 PERCENT OF THE LAMPS IN
PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
HIGH -EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF
THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
CONTAIN ONLY HIGH -EFFICACY LAMPS.
EXCEPTION: LOW VOLTAGE LIGHTING
WP GFCI
FLOOD/
SECURITY
LIGHT ON It
TO POOL SENSOR
& SPA
LIGHTS AFCI
M r _AFCI
R A; N
FOR BBQ
VENTILATOR
(ONLY REQUIRED
IF BBQ OPTION 4I� e*FCI
F_ -I- JqSELECTED) MASTER
+60
A.F.F., BEDROOM
WP G:( VERIFY
m, - - - FAN-
L WIGHT'
AFCr I __ - / y
200 -A 150
AMP MAIN AMP
METER/ DISC. PANEL
MAIN
'A'
III yx
BEEATW 43
A
- -
W
-
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UNDERGROUND _-2/0 THHN wl #6 GROUND
TO FP&L TIE-IN
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-FAN
FOR
LOCATION
#4 GROUND TO
Mi
RANGE
,
FOR-,
8'-O"x 5/8"DIA. GROUND
RANGE HOOD
ROD & COLD WATER
LAFCI
VENTILATOR
PIPE & 20'-0" FOUNDATION STEEL
AFC
FJOR�
MICROWAVE
AFCI
ELECTRICAL RISER DIAGRAM
NOT TO SCALE
Ail
T-_
VP
EXF
B'FAS"T
Dr GFCI
GFCI
L------ -- - -
I
I �OR SMALL
I
APPLIANCE
GFCI
'��-�-F R SMALL
WP GFCl WATER HEATER APPLIANCE
\-ELECTRIC
PANEL W
0
RECEPTA 'IN
1 AIRHANDLER
SWITCH & LIGHT
IN ATTIC
IS
m
WP GFCI :@'t 2 A
G ?AA
ELECTRICJ
METER
WP GFCI
CONTROL
SYSTEM FOR
POOL & SPA
AFCI
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3
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LOAD CALCULATION NOTES:
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BBQ HOOD VENTILATOR MOTOR.
2. IF POOL & BBQ IS NOT SELECTED AS AN OPTION, TOTAL CALCULATED LOADS
WILL BE 120.3 AMPS.
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SMOKE DETECTOR/
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THE PROPERTY OF THIS OFFICE, & WERE CREATED,
EVOLVED & DEVELOPED FOR USE ON & IN CONNECTION
WITH THE SPECIFIED PROJECT NONE OF SUCH DEAS,
DESIGNS. ARRANGEMENTS, OR PLANS SHALL BE USED BY
OR DISCLOSED TO ANY PERSON FIRM, OR CORPORATION
FOR ANY PUR POSE WHATSOEVER WITHOUT THE WRITTEN
PERMISSION OF RANDALL E STOFFT ARCHITECTS, P A
WRITTEN DIMENSIONS ON THESE DRAWNGS SHALL HAVE
PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS
I IER E R N BE�O 'OR ALL DIMENSIONS 6
'EY ` B HE ESPO' S H TRICE MOST BE NI
0 S 00 T S '08 T I E,
AT ',AT.N FR.-THE MEN .. AND
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SEE FNDN & FRMNG PLAN FOR LOCATIONS
FILL w/ GROUT - SEE STRUCTURAL NOTES.
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COL.w/ (2#6 REINF. BAR (USE 16x12 UNITS)
SEE PLAN FOR LOCATIONS & SPACING
FILL W1 GROUT - SEE STRUCTURAL NOTES.
12"x12" REINFORCED MASONRY
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COL. w/ 445'S VERT.
FILL w/ GROUT - SEE STRUCTURAL NOTES.
W/ #3 TIES @ 10' O/C
8"X1 1'1 POURED CONC. COL.
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W/ # 4's @ 15" O/C EACH
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SEE SOILS REPORT FOR
COMPACTION SPECIFICATIONS.
VERIFY ACTUAL DIMENSIONS
WITH MANUFACTURER
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FLOOR FINISHES = 27 PSF
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OCCUPANCY = 40 PSF
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PERMIT SETS ISSUED DWO 11120/15
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00y STRUCTURAL ENGINEER
7318 TEXAS TRAIL Z�2 UPDATET02017FBC F.A. 12114/18
BOCA RATON, FLORIDA 33487
PROJECT CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438
Structural Engineering P.E. LICENSE # 72471, CA#29407 PROJECT#
11 WWW.PROJECTCLASSIC.COM
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ING 10d RING SHANK a 4"
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BOTTOM CHORD
OF PRE - ENGINEERED
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ROOF TRUSS BOTTOM CHORD BRACING
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No 7!4AI
1/2/2019
of
top"
PROJECT CLASSIC
Structural Engineering I
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#
PLANS@PROJECTCLASSIC.COM 1275
TRUSS STRAP SCHEDULE (SIMPSON STRONG TIE)
CONNECTOR
ID MARK
ZIR
LINES MARKS AIB 2nd CONNECTOR 10
TRUSS GROUP MARK (IF NEEDED)
FOR REQUIRED S I W
TRUSS UPLIFT OR 1500 #
MAX UPLIFT IN
TRUSS GROUP
FLORIDA
ALLOWABLE LOAD (LES)
NAILING
MARK
CONNECTOR
PRODUCT
APPROVAL
REMARKS
UPLIFT (Pup)/
PERP. TO TRUSS
PARALLEL TO TRUSS
TRUSS/RAFTER/
SEAT PLATE/TRUSS
NUMBER
GRAVITY (FURF)
CAPACITY (Fl)
CAPACITY (F2)
HEADER
HETA16
FLI 1473
1810
(9) 10d x 1-112"NAILS
(2) FGTR
FL1 1473
9400
—
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2-1/2X5 TITEN HID (CONNECTION TO GROUTED WALL PER
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I'Ll 1473.6
850
1005
1105
(4)SDS X'XQ'WOOD
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NOTE:
1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOLIG-FIR-LARCHISP, 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
L2j
Simpson Strong -Tie HETA
Simpson Strong- DOUBLE
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*GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH �RCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES.
BEAM SCHEDULECOORDINATE MASONRY OPENINGS WITH WINDOW MNFR & N.O.A.
WIDTH
*FOR ARCHED BEAMS ADD (2) # 5'S DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" EXTRAWIDTH.
�
—
ELEVATION SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, ADD 2#5 MIDDLE FOR EVERY ADDITIONAL 12" OF DEPTH REQUIRED
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PICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH LONGITUDINAL CONTINUOUS IN EACH COURSE. LAPS TO
.[1
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BE 30". USE (2) #5x30"x3O" CORNER BARS AT EVERY CORNER, T-INTERSECTION OR VERTICAL TRANSITION.
CL
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*FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) 1115
*"PCL" NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 13-0321.07
*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
DEPTH
ELEVATION
TOP
MID
BOTTOM
SIZE
END SPACING
BALANCE
REMARKS
PCL
8
8
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PROVIDE 2 FIELD ADDED #5's ON 12" WIDE LINTELS
BOND BM.
8
16
FRAMING PLANS
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3#5
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8
14
2#5
#3
(12) # 3 @ 5" O/C
24"
B104
# 3
24"
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1 8
1 35
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24"
CONCRETE BEAM PER
FRAMING PLANS (REINF. NOT
SHOWN FOR CLARITY). BEAM
POURED MONOLITHIC WITH
COLUMN.
SEE COL SCHEID,
ACI STD. HOOK
ALIGNEDW/
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PLAN FOR FOOTING TYPE
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ACI STANDARD HOOKS
SCALE: 1/2" = 1'
File
REVIRONS
BY
DATE
PERMIT SETS ISSUED
DWG
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BLDG. DEPT. REV #1
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12/14/15
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FARID ABUGATTAS P.E.
BEAM. (2) # 7 MUST C. MIDDLE BARS (IF
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BEAM UNINTERRUPTED. CONCRETE BEAM SIZE REQUIRED BY
DRYWALL WINDOW PER CAULK AND REINF. PER CONCI BEAM SCHEDULE) NO 001 STRUCTURAL ENGINEER
BEAM SCHEDULE zz: 111i0o
7318 TEXAS TRAIL
TYP. ALUM WINDOW PLAN
OR S.G.D. JAMB RAISED SMOOTH BOCA RATON, FLORIDA 33487
ATTACH TO CONIC. THRU BUCK W/ 1/4" STUCCO PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438
PROJECT CLASSIC
DIA. X 1 3/4" EMBED. PHILLIPS HEAD BUCK, SEE BUCK P.E. LICENSE # 72471, CA#29407
WWW.PROJECTCLASSIC.C(DM
TAPCONS SPACED PER PRODUCT DETAIL .5" MIN CLEAR ...... AL - 1/2/2019 Structural Engineering PROJ
APPROVAL v%x%% =jj PLANS@PROJECTCLASSIC.COM 1275
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PROVIDE MIN 2 1/4" (2) CORNER
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2 BUCK DETAIL (if ):0::V: ER 0 �PE N I ING 3� 4'
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SCHEDULE FOR SIZE &
LL_ WOODSCREW
REINFORCEMENT.
1� ATTACHMENT SPACED PER
PRODUCTAPPROVAL
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0 1'4" X 3 114" PHILLIPS HEAD
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8 TYPICAL CHANGE IN
('3 �GLASS DOOR JAMB DETAIL
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SCALE: 1/2" = -1'
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FASTEN GARAGE BUCK WITH
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STAGGERED, 4" EACH END. PROVIDE
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9 GAUGE HORIZONTAL
REINFORCEMENT
EVERY OTHER COURSE
(LADDER TYPE)
PRE -NOTCHED CONC MASONRY
8"x8"x1 6" CONCRETE
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MASONRY UNITS
JOINT LOCATION PREMOLDED JOINT FILLER
IF --- T___ __T --- I
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Job No. 1306083
SPLICE TOP BARS ONLY OVER THE
MIDDLE OF THE BEAM IN BETWEEN NOTE: SEE REINFORCEMENT SPLICE
INTERMEDIATE SUPPORTS (IF A CHART INCLUDED IN THIS SET OF
V-- 90 DEGREE ACI STANDARD HOOK SPLICE IS REQUIRED) STRUCTURAL PLANS FOR
ON ALL TOP BARS @ BEAM END SPLICE BOTTOM BARS ONLY A DETERMINING APPROPRIATE BEAM
OVER THE INTERMEDIATE BEAM SPLICE LENGTHS.
SUPPORTS (IF A SPLICE IS FL-00M FIRM-AA01MAII
REQUIRED). ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS
INDICATED OR REPRESENTED BY TIES DRAWING
ARE OWNED By, L THE PROPERTY OF THIS OFFICE.
L WERE CREATED, EVOLVED, L DEVELOPED FOR
USE ON, L IN C174NECTION WITH THE SPECIFIED
PROJECT. NONE OF SUCH IDEAS, DESIGNS,
TO EXTERIOR ARRANGEMENTS, OR PLAINS SHALL BE USED BY, OR
DLSCI DRED TO ANY PERSON, FIRM, OR
FACE OF STD. HOOK CORPORATION FOR ANY PURPOSE WHATSOEVER
WITHOUT THE WRITTEN PERMISSION OF RANDALL E,
STOFFT, ARCHITECTS, PA. WRITTEN DIMENSIONS ON
L THESE DRAWINGS SMALL HAVE PRECEDENCE OVER
SCALE INHENSION& CONTRACTORS SHALL VERIFY L
BE RESPONSIBLE FOR ALL DIMENSIONS &
C13NDITMS ON THE JOB, & THIS OFFICE MUST BE
SEC. A -A HOT FIED OF ANY VARIATIONS FROM THE
6" MIN INTO SUPPORTS BUINSIONS AND CONVITIONS SHOWN BY THESE
STIRRUPS A DRAW1 S SHOP DETAILS OF ADEQUATE SCALE
0 1-1/2" CLEAR CONIC COVER T TO THIS OFFICE FOR
TH FABRICATION
0 11 C.' EARSPAN TO THE TIES ON ALL A RIGHTS
TECTS P.A.
ELEVATED BEAMS
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w
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— — — — — — 90 DEG. ACI STANDARD HOOK 0 ON ALL GRADE BEAM T'
TYPICAL VERTICAL REINF @ 2 . SIDES CAST AGAINST SOIL If
EACH SIDE OF CONTROL
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CELLS CMU TYPICAL A I SPAN 1��AM �REIINFORCIMQ DETAIL
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SYMBOLLEGEND
SYMBOL
DESCRIPTION
4@6B-INNER— -7
STEEL REINFORCEMENT LEGEND
4@6T-INNER 7/
-4@6: #4's @ 6" O/C
-B: BOTTOM
4@13T-OUTE�__&
-T: TOP
-OUTER: OUTERMOST LAYER
........
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4@6B-OUTER
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(T�\
SECTION MARK - DETAIL NUMBER / SHEET NUMBER
�SV v
>--
ROOF RIDGE LINES
lip
FLOOR STEP
CONCRETE BEAM CALLOUT - SEE SCHEDULE
REVISION NUMBER - SEE TITLE BLOCK FOR DATE
REVISION CLOUD
'177R
JOISTS OR TRUSSES - SEE SHOP DRAWINGS
PARTITION
ABOVE JRW
CONCRETE COLUMN - SEE CONC. COL SCHEID.
6
FILLED CELL - SEE CONG. COL. SCHED.
CMU WALL ONE LEVEL BELOW
NEW CONCRETE SLAB
NEW CONCRETE BEAM
NEW CONCRETE FOOTING
0
TIE BEAM TRANSITION SYMBOLS
UPLIFT FORCES & CONNECTORS - SEE STRAP SCHEID.
ELEVATION MARKER - SEE ARCH PLANS FOR +OY-0"
WIND PRESSURES ON OPENINGS (GIVEN IN PSF)
CONCRETE WALL VERTICAL REINFO E ENT.SEE
FOUNDATION / FRAMING PLANS FOR LOCATIONS
I'HICK DASHED LINE REPRESENTS OPENING ON
....... HUM, REINFORCED MASONRY WALL
STRUCTURAL NOTES ALL OTHER BAR SIZES 2" ALL CONCRETE SLAB EDGES AND CONCRETE BEAMS SUPPORTING EXTERIOR WALLS SHALL BE RECESSED A MINIMUM OF 3
FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND BELOW TOP OF SLAB FOR A WIDTH OF THE EXTERIOR WALL. REVERM Irl DAIE
pa.0 PERMIT SETS ISSUED DWG llr2DH5
GENERAL SLABS, CAST IN PLACE WALLS NOMINAL AND TRUE THICKNESS MEMBERS FARID ABUGATTAS, P.E. 7�
ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALL TAKE PRECEDENCE BEAMS AND COLUMNS 1-10 17 BLDG. DEPT. REV #1 DIAG 12/14/15
OVER STRUCTURAL ITEMS IN OTHER TRADES'PLANS. THE FOLLOWING ARE MEMBERS IN WHICH THE NOTED THICKNESS AND WIDTH IN PLAN AND SCHEDULE IS INTENDED TO BE 000 STRUCTURAL ENGINEER 72 UPDATE TO 2017 FBC RAL 12114/18
THE EXACT MEASUREMENT OF THE ACTUAL BUILT MEMBERS. 00
0
EXCEPTION: NOTES IN OTHER TRADES'PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM CONCRETE STRENGTH FOR No7M I IPA
FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN. COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS. ALL CONCRETE SLABS 7318 TEXAS TRAIL
THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1% AMOUNT OF REBAR TO BE USED AT THE DISCRETION OF THE - INTERIOR CONCRETE BEAMS AND COLUMNS BOCA RATON, FLORIDA 33487
STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS FOUND TO BE CRITICAL DURING . FOOTINGS, GRADE BEAMS AND PILES I
PROJECT SPECIFIC CODES USED: CONSTRUCTION. STRUCTURAL STEEL MEMBERS (COLUMNS, BEAMS AND CONNECTION MEMBERS) HONE: (954) 667 - 7803 FAX: (561) 665 - 5438
ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE, 2017. THIS IMPLIES PROJECT CLASSIC
E USE OF THE BELOW LISTED CODES (FED TAKES PRECEDENCE OVER CONFLICTING ITEMS), P.E. LICENSE # 72471, CA#29407
ALL OTHER TRADES PLANS SHALL BE VERIFIED TO IDENTIFY THE LOCATION OF DEPRESSIONS, RECESSES, PIPES, THE FOLLOWING MEMBERS HAVE THEIR NOMINAL DIMENSIONS NOTED AND THE ACTUAL DIMENSION VARIES: Structural Engineering WWW.PROJECTCLASSIC.COM PROJECT#
GRAVITY LOADING (ASCE 7-10, CHAPTER 3C, TABLE C34 & C3-2) PENETRATIONS, SLEEVES. ETC. SAID PENETRATIONS, SPECIALLY WHEN THEY CROSS CONCRETE BEAMS AND COLUMNS, CONCRETE COLUMNS AND TIE BEAMS IN -LINE WITH MASONRY WALLS, WHERE THE COLUMN THICKNESS SHALL MATC NAL 1/2/2019
SEE GRAVITY LOADING CHART FOR DESIGN LOADS. MUST BE BLOCKED OUT FROM THE POUR, DISPLACING THE LEAST AMOUNT OF CONCRETE, PRIOR TO THE POUR. ANY THE WALL NET THICKNESS. PLANS@PROJECTCLASSIC.COM 1275
PENETRATIONS LARGER THAN TDIAMETER MUST BE APPROVED BY THIS OFFICE. DRESSED LUMBER I
REQUEST ACTUAL PRODUCT CUT SHEETS FROM SUPPLIERS FOR ANY EQUIPMENT HEAVIER THAN 200 LB.
SPECIALTY ENGINEERS MUST CONSIDER THE MINIMUM SERVICE WEIGHTS FOR THE FOLLOWING, HOWEVER THE ACTUAL ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH CONCRETE EPDXY HANDRAILS AND GUARDRAILS 8"M IN DEPTH
CUT SHEET GOVERNS: BONDING AGENT APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS.
POOL TABUE= 1500 US TO BE DESIGNED ACCORDING TO ASCE 7-10 SECTION 4.5.1: ABLE TO RESIST MOST STRINGENT OF LINEAR LOAD OF 50 LBIFT
BATH TUB = 600 LB. OR 200 US, APPLIED IN ANY DIRECTION AT THE TOP. INTERMEDIATE PICKETS TO BE ABLE TO RESIST A SINGLE POINT LOAD OF
ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT, LAITANCE, DEBRIS, ETC, PRIOR TO 50 LB,
SAFE DEPOSIT BOXES = 2000 US THE PLACEMENT OF ANY CONCRETE. - CONCRETE OR GROUT
FISH TANKS = VARY CONSIDERABLY, 4000 US. FILLED CMU
A/C COMPRESSORS = 500 LB. INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED FOR A UNIFORM HORIZONTAL LOAD OF NOT 3 1/4" 3" MIN. CONIC. EDGE
GENERATORS 111 3000 US. FOR PIPES THAT RUN ON THE INSIDE OF THE REINFORCING CAGE OF CONCRETE COLUMNS AND CONCRETE BEAMS, LESS THAN 25 POUNDS PER SQUARE FOOT (1197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THEAREA OFANY
REINFORCING BARS THAT HAVE LESS THAN 1.5"COVER AGAINST PVC PIPES DUE TO INEVITABLE FIELD COORDINATION WITH OPENINGS IN THE GUARD, OF WHICH THEY ARE A PART WITHOUT RESTRICTION BY DEFLECTION. REACTIONS RESULTING 1 1/4" �4
DEFLECTION DESIGN CRITERIA PLUMBING, MUST BE FIELD SPRAY GALVANIZED 6" TO EACH SIDE OF EACH PIPE. NO REBAR SHALL HAVE LESS THAN 3/4' FROM THIS LOADING NEED NOT BE ADDED TO THE LOADING SPECIFIED IN R4403,3,6.1 IN DESIGNING THE MAIN SUPPORTING --- 114" 1/4*
COVER AGAINST A PIPE. 5" 11116" DIA. HOLES
ALL MEMBERS (BEAMS. SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED AND SHALL BE MEMBERS OF GUARDS. FOR 518" DW CONCRETE OR GROUT
DESIGNED BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR:
TOTAL LOAD: SPAN / 240 ANY CONSTRUCTION JOINT BETWEEN TWO SLABS REQUIRES CONNECTION DOWELS TO PREVENT DIFFERENTIAL ABRUPT DIFFERENCES IN AND AROUND BUILDINGS WHERE THE WALKING SURFACE HEIGHTS EXCEEDING 30"SHALL BE THROUGH BOLTS FILLED CMU
REINFORCED CONCRETE ELEMENTS: LIVE LOAD + LONG TERM SPAN 1360 SETTLEMENT THAT COULD CRACK FLOORING OR OTHER FINISHES. UNLESS NOTED OTHERWISE, USE #3 REBAR, SINGLE PROVIDED WITH SAFEGUARDS NOT LESS THAN 42' IN HEIGHT. 3/4I'DIA. HILTI "HAS"
WALL I MULLIONS: L / 175 PIECE, EXTENDING 12' INTO EACH OF BOTH SLABS. SPACED 012- O/C AND 4' FROM EACH SIDE. THREADED ROD,
MARBLE AND STONE TILE SUPPORTING FLOORS: LIVE LOAD: SPAN 720
ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS: LIVE: L/240, TOTAL: U180 PER FBC TABLE 1604.3 CONCRETE TESTING SAFEGUARDS MAY BE OMITTED ON DOCKS, SEAWALLS AND DECORATIVE FOUNDAINS WHERE THE LOWER LEVEL IS THE 0 �-13/16" DIA. HOLES DRILL 13/16" DIA. x 6"AND
WATER SURFACE. FOR 3/4"DIA ANCHORS EPDXY IN-
T
3/4'
HIR
D
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IA
A,
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EPDXY 0
QUALIFIED TESTING TECHNICIANS SHALL PREPARE SPECIMENS (APPLIES FOR ALL CONCRETE, INCLUDING FIELD AND PLACE WITH HILTI HY150
�WIND LOADING (ASCE 7-10) P ? XY �-4
PREFABRICATING YARD OR ANYWHERE THAT CONCRETE IS PRODUCED THAT WILL BE USED IN THIS PROJECT) REQUIRED EPDXY
WIND SPEED--170 MPH (ULTIMATE, 3 SECOND GUST) AND 132MPH (ASO) FOR CURING UNDER FIELD CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING SAFEGUARDS IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL PROVIDE PROTECTION FOR CHILDREN BY I/ STL
SPECIMENS FOR LABORATORY STRENGTH TESTS. PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOP RAIL WHICH WILL REJECTA 0- 1/4"STL PLATE U.N.O.
EXPOSURE = C
4-INCH (102 MM) DIAMETER OBJECT; PERMITTING, HOWEVER, SUCH ORNAMENTAL FILLERS TO HAVE INDIVIDUAL OPENINGS
BUILDING TYPE= ENCLOSED, RIGID
MRH= 14.75' ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY, ONE TEST (CONSISTING OF BREAKING (2) 6-0 NOT EXCEEDING 64 SQUARE INCHES (413 CM2) IN AREA 1/4" TYR
STRUCTURE CATEGORY= 11 DIAMETER x 12" HIGH CONCRETE CYLINDER SAMPLES, MOLDED AS PER ASTM C31 AND TESTED PER ASTM C39) SHALL BE
WHERE A BALUSTRADE IS USED TO COMPLY WITH THE REQUIREMENTS OF THIS PARAGRAPH, THE MAXIMUM CLEARAN
KD=0.85 - EITHER ASO OR URFD LOAD COMBINATIONS PER ASCE7-10 HAVE BEEN USED FOR DESIGNING THE VARIOUS PERFORMED ACCORDING TO THE MOST FREQUENT OF: CE 2 PLY =W= 3V8"I
STRUCTURAL ELEMENTS IN THIS PROJECT. ONCE A DAY BETWEEN THE BOTTOM RAIL OF THE BALUSTRADE AND THE ADJACENT SURFACE SHALL NOT EXCEED 2 INCHES (51 MM). FOR 0 W+1.. 3 PLY =W= 6%"1
INTERNAL PRESSURE COEFFICIENT= +1 SAFEGUARDS ON STAIRS, THE 2-INCH (51 MM) CLEARANCE SHALL BE MEASURED FROM THE BOTTOM RAIL OF THE 1...4
-0.18 ONCE EVERY 150 CUBIC YARDS BALUSTRADE TO A LINE PASSING THROUGH THE TREAD NOSINGS. 14 PLY =W= 7X" I
ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA FRONTVIEW P,
COMPONENTS & CLADDING DESIGN VAND PRESSURES- TOP VIEW
WALLS: LAMINATED GLAZING WILL BE PERMITTED AS AN EQUAL ALTERNATE TO PICKETS, IF TESTED BY AN ACCREDITED
W-C HEIGHT 7 DAY, 14 DAY AND 28 DAY TEST REPORTS SHALL BE SUBM17FED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW.
ZONE 4 = +42.2 PSF, -46.1 PSF THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT THE TIME OF CONCRETE POUR AND LABORATORY TO SATISFY THE RESISTANCE REQUIREMENTS OF THIS CODE FOR WIND, LIVE AND KINETIC ENERGY IMPACT Z
ZONE 5 = +42.2 PSF, -53.8 PSF INDEPENDENTLY COLLECT CYLINDERS AND PERFORM COMPRESSIVE TESTING. LOADING CONDITIONS. 3/8" STL. PLATE T4 0
IT-l"HEIGHT C�o
ZONE 4 = +41.6 PSF, 45.6 PSF CONSTRUCTION JOINTS AREAS IN ALL OCCUPANCIES FROM WHICH THE PUBLIC IS EXCLUDED REQUIRING SUCH PROTECTION MAY BE PROVIDED
WITH VERTICAL BARRIERS HAVING A SINGLE RAIL MIDWAY BETWEEN A TOP RAIL AND THE WALKING SURFACE. SIDE VIEW
ZONE 5 = +41.6 PSF, -57.8 PSF ALL OLD CONCRETE FACES IN CONTACT WITH NEW CONCRETE MUST HAVE A COAT OF SIKA ARMATEC 110 BONDING AGENT.
ROOF:SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT. SIZE AND PRESSURE.
EXCEPTION: SLABS ON COMPACTED GRADE.
SHOP DRAWINGS:
300OPSI CAST IN PLACE CONIC.
2 �GIRDER BUCKET DETAIL
REQUEST FOR INFORMATION
WOOD (AF&PA NDS 2015, ASD)
FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES HAVE STAMPED AND:
NORMAL ROOF UPLIFT I
S4
� SCALE:
I
(LBS)
(LBS) (LBS)
I
1 % 125%
21,000 26,250 -19,000
PLEASE USE HAND SKETCHES AND OTHER VISUALMRITTEN METHODS TO COMMUNICATE A CONSTRUCTION QUESTION.
SEND TO US VIA EMAIL OR FAX.
STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE #2 WITH MAXIMUM MOISTURE CONTENT OF 19%..
COMMON NAILS TO BE USED, U.N.O., (B&O.131-0, 10d=0.148"0, 16d=0.162"0).
GENERAL CONTRACTOR HAS VERIFIED:
-FIEUD DIMENSIONS
_Aq RI III T VAPIATInNq WAWA UAV APPPr.T r.nMN=r.TInM nNTAH Q
1-1/2" = 1'
r
CONTRACTING NOTES
TIMBERS TO BE SOUTHERN PINE.
LUMBER TO BE PRESSURE TREATED OR
-GENERAL COMPLIANCE WITH THE APPROVED PLANS
t-14
C)
THE CONTRACTOR SHALL INCLUDE IN HIS INITIAL BID A 1% ADDIMNAL (BASED ON THE TOTAL AMOUNT OF THE
OTHERWISE SEPARATED WITH A MOISTURE BARRIER (SUCH AS BUILDING PAPER OR
GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES.
ARCHITECT HAS VERIFIED:
I I
SHELL BID) AS AN ALLOWANCE FOR ADDITIONAL REINFORCEMENT, CONCRETE, WOOD, STRAPPING, FORMWORK,
-INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILING HEIGHTS. COFFERS, VAULTS ANDANY
STRUCTURAL STEEL PARTS, WELDING, CONNECTORS, SAWCUTTING OR GRINDING CONCRETE AND ITS ASSOCIATED
ALL SOUTHERN PINE WOOD OR PLYWOOD EXPOSED TO THE EXTERIOR TO BE PRESSURE TREATED.
OTHER GEOMETRICAL CEILING FEATURES.
LABOR. SAID ALLOWANCE SHALL BE USED FOR REWORKS REQUIRED BY THE INSPECTOR OR ENGINEER IN ORDER TO
ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADE DESIGNATION. NO STAMPED MEMBER SHALL BE
-LENGTH OF OVERHANG, RIDGE LINES AND ROOF PITCH
STEEL ANGLE:
ENSURE THE INTEGRITY OFTHE STRUCTURE, PROPERLY CONSTRUCT THE SHELL AND CORRECT ANY
USED IF MEMBER HAS BECOME DEFECTIVE.
AHU HANGER:
L3x3xl/4x8"
MISINTERPRETATIONS OR INCONSISTENCIES IN THE PLAN VIEWS, NOTES AND DETAILS.
ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER.
-MINIMUM AREAS DESIGNATED FOR STORAGE SPACES.
318"0 HEADED RODS AT UNDERSIDE.
(3) 1/4-0 THROUGH BOLTS.
GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEY INTERACT WITH
OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P.. ETC). ALTHOUGH TRADE COORDINATION HAS BEEN
FOR WOOD FRAMED WALLS, STAGGER THE TOP PLATE JOINT LOCATIONS 24' OR MORE.
-EXTERIOR WALL RECESSES
12"CMU WAL
W1 #9 LADDER
THREADED END AT TOP, SECURE WITH NUT (WELDED OR
PERFORMED, THIS OFFICE SHALL BE CONTACTED IN CASE THE CONTRACTOR FINDS MISSING, AMBIGUOUS, UNCLEAR
EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25% WHEN NEEDED TO ACCOMMODATE OTHER TRADES,
TYPE REINIF
OTHERWISE LOCKED TO ROD)
1.5"
OR CONFLICTING INFORMATION.
GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY THE
EVERY OTHER
4 TOTAL TO SECURE TO 2 TRUSSES
THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND SEALED STRUCTURAL
DELEGATED ENGINEER FOR APPROVAL. CONTRACTOR TO ANTICIPATE FOR TIME OF REVIEW, ADJUSTMENT AND
COURSE
H
TN
PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS.
WOOD TRUSSES (PRE-ENGINEERED)
RESUBMITTAL. SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH THE DESIGN PARAMETERS SPECIFIED IN THESE
ALL OPENINGS BELOW 60'-O"TO BE PROTECTED FROM IMPACT OF WI NDBOURNE DEBRIS
BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200LB ALONG ANY PANEL POINT.
PLANS BUT IN NO CASE LESS THAN THE MINIMUMS REQUIRED BY THE ABOVE MENTIONED CODES. DESIGN PARAMETERS
USED AND ALL LOADS FROM SPECIALTY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED IN
N
GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY.
TRUSS TOP CHORD ABLE TO SUPPORT 300 US DUE TO MAINTENANCE WORKERS PER FBC TABLE 1607. 1.
THE REVIEW PACKAGE.
CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS IN EXCESS OF THEIR
CAPACITY.
ABBREVIATION LEGEND: LRFD - LOAD AND RESISTANCE FACTOR DESIGN
THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR
FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURAL PLANS.
STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES, GIRDERS AND ANY CONNECTIONS REQUIRED BETWEEN THEM ARE
ADDL - ADDITIONAL LL - LIVE LOAD
TRUSS TOP
TO BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THE FORM OF SIGNED AND SEALED SHOP
DRAWINGS AND CALCULATIONS REVIEW
AS - ANCHOR BOLT LUBB - STEEL ANGLES WITH LONG LEGS BACK TO
BACK
CHORD
PROJECT PLANS, DETAILS
FOR BY THE ENGINEER OF RECORD FOR GENERAL COMPLIANCE WITH INITIAL
ACI - AMERICAN CONCRETE INSTITUTE
& ARCHITECTURAL BACKGROUNDS
LAYOUT AND DESIGN PARAMETERS.
AISI - AMERICAN ]RON AND STE EL INSTITUTE mci - MASONRY CONTROL JOINT
ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED, DETAILS THAT
AISC -AMERICAN INSTITUTE OF STEEL MO - MASONRY OPENING
GROUT ALL
Li
4.4
REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE PRECEDENCE IN ALL CONFLICTING ITEMS.
ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADES DRAWINGS ETC) HAVE
TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING PLANS BY THE
CONSTRUCTION MFR -MANUFACTURER
AL - ALUMINUM MIN - MINIMUM
CELLS BELOW
LU
2
F
1-4
4
(ELEVATIONS, PARTITION LOCATIONS,
ENGINEER OF RECORD.
MID - MIDDLE
F.F. TYP.
U0
BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY. REFER TO THE CORRESPONDING TRADEIS PLANS FOR
ASD - ALLOWABLE STRESS DESIGN
MISC - MISCELLANEOUS
0
u
FINAL LAYOUTS AND DETAILS.
SAL - BALANCE, REMAINING
BP NTS - NOT TO SCALE
w
<
PAVERS ON SAND
$.4
DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THE DIMENSION NEEDED is
TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING PRESSURES.
- BASE PLATE <
BOT - BOTTOM O/C - ON CENTER SPACING
AIR HANDALING
UNAVAILABLE, PLEASE CONTACT THIS OFFICE.
CANT - CANTILEVERED DO - OUTSIDE DIAMETER
PT - PRESSURE TREATED WOOD
UNIT
I <�
�4
DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE
CIP - CAST IN PLACE
SHALLOW FOUNDATION (SOIL PRESSUREASD, FOOTING DESIGN: LRFD)
BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,500 PSF.
WITH THE FOLLOWING STANDARDS.
CL - CENTER LINE PSI - 1 US PER SQUARE INCH
CLG - CEILING PSF - 1 L13 PER SQUARE FOOT
PLF - I US PER LINEAR FOOT
FIN. GRADE.
1�
REINF
PER
FSCHED.
0
SITE PREPARATION (ANY DE-MUCKING,DE-WATERING, PRE -CONSOLIDATION, COMPACTION, PRESCRIBED rESTING OR ANY
,I I I I A I �l �11 U1111 111 .1- 1 1-11111 1 - I. -I,.
CUR -CLEAR
I - - - I - PL -PLATE
-
I N
_j
OTHER PROCEDURE, PRECAUTION OR RECOMMENDATION, AS OUTLINED IN THE SOILS REPORT) TO BE PERFORMED PER
SOILS AND SUBSURFACE INVESTIGATION:
WZFZ�TE"
CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80); BRACING WOOD TRUSSES: COMMENTARY
COL -COLUMN R.S. - RING SHANK NAIL
RC - REINFORCED CONCRETE
LU
STEEL
STUD: - - - - - - -7-
"@
�4
AND RECOMMENDATIONS (BAT 76); HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS
ci CONTROL JOINT I CONSTRUCTION JOINT
REINF - REINFORCEMENT
m
13
40OS200-68
I I
I1
1
RrFFR Tn.RITF nFVFI nPkAFNT PI AMR FnP.qnil RnRINn_q RFPnpT nATrn AANI IARV A ljnlA RV MWA INTERMATIC)MAI
(HIB-91).
CONN. - CONNECTION
nkAl I C,L..l0mT. SDS - SELF DRILLING SCREW
I cl)
(4"x0.2'I-14GA) - - - - - - - - - - - - - -
- -
- __ .--- . ..... I L - - - - - - - - - - - - - - - - - - -
DRA - DEFORMED BAR ANCHOR STD -STANDARD
TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW FINISHED GRADE. DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRUSSES PER THE BELOW REQUIREMENTS, DET - DETAIL SUBS - STEEL ANGLES WITH SHORT LEGS BACK TO SCHEDULE
PRECAUTIONS TO BETAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES. MATERIAL SHALL NOT BE LESS THAN 1/2"GYPSUM BOARD OR 3/8"PLYWOOD. DL -DEADUCAD BACK
SCHED-SCHEDULE
I,,WHERE ADJACENT TO RETAINING WALLS OR POOL WALLS, BASE OF FOOTINGS SHALL BE DEEP ENOUGH AS TO BE LEVEL FOR WOOD ROOF TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBC 718.4.3 SUCH THAT ANY HORIZONTAL AREA DOES NOT DIA DIAMETER Sil - STEEL JOIST INSTITUTE P =r - - - :r - - -
/WITH THE FOOTING/BASE OF THE ADJACENT RETAINING WALUPOOL. EXCEED 3000 SQFT. DIM DIMENTION
ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT. U.N.O. EA -EACH SDI - STEEL DECK INSTITUTE
FOR WOOD FLOOR TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBCR 30212. SUCH THAT ANY HORIZONTAL AREA DOES NOT E.E. - EACH END SW - $HEAR WALL
THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE, INSPECT, VERIFY AND/OIR CORRECT ANY EXCEED 1000 SOFT. E.W. - EACH WAY SW - SHORT WAY u
OILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED STRUCTURE. EWTB - EACH WAY, TOP AND BOTTOM TON - 2000 LB
E CONTRACTOR SHALL DE -WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY SOIL. EF - EACH FACE TYP - TYPICAL U AND PAVERS TRUSS BOTTOM CHORD
FBC 2121.2.4: GABLE END TRUSSES ARE NOT ALLOWED. ALL CABLE WALLS TO BE BUILT WITH MASONRY GABLE WALLS AND EJ - EXPANSION JOINT T/ - MEMBER'S TOP ELEVATION PROVIDE 3W'CDXPL OOD-/ *lwl
CONCRETE RAKED BEAMS OR WITH BALLOON FRAMED STUD WALLS AND RAKED DOUBLE TOP PLATES. FBC - FLORIDA BUILDING CODE T/STRUCTURE - THE TOP ELEVATION OF THE SERVICE FLOORING T W rA
VIBRATORY COMPACTION EQUIPMENT WILL CAUSE VIBRATIONS THAT WILL TRAVEL TO NEIGHBORING PROPERTIES AND , YO 4 AHU UNIT
CONCRETE SLAB, BEAM OR PLYWOOD. ALE: 1/2" 1' SERVICE AHU. PLYWOOD
�CAUSE DAMAGE AND DISRUPTION. VIBRATION LEVELS SHALL BE MONITORED DURING OPERATIONS TO GUARANTEE A FF - FINISHED STRUCTURAL FLOOR ELEVATION ARCHITECTURAL FINISHES ARE APPLIED ABOVE BEARS OVER TOP OF
AXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF ADJACENT PROPERTIES. THE CONTRACTOR SHALL ATTIC TRUSSES SHALL BE SHEATHED WITH 314"CDX PLYWOOD SUB FLOOR. USE 8D RING SHANK NAILS @ 6' O/C. FR - FINISHED STRUCTURAL ROOF THIS ELEVATION, BOTTOM CHORDS AND
CONSIDER PERFORMING A CONDITION SURVEY OF ADJACENT PROPERTIES BEFORE AND AFTER COMPACTION OPERATIONS FNDN - FOUNDATION FASTENED WITH 8d's @ 61, O/C. S4 OUNTING DETAIL
FRMNG - FRAMING TS -TUBE STEEL (HOLLOW STRUCTURAL
IN CASE DAMAGES OCCUR THAT WILL NEED TO BE REPAIRED. THE TRUSS LAYOUT SHOWN IN OUR FRAMING PLANS IS TO BE SUPERCEDED BY THE APPROVED SHOW DRAWINGS WHICH ELEVATION SECTION)
R BEST COMPACTION INSPECTIONS AS REQUIRED. SHALL GOVERN FOR EXACT TRUSS LOCATIONS AND NUMBER OF PLIES. FTG - FOOTING TOS - TOP OF SLAB SCALE: N.T.S
GA -GAUGE TOB - TOP OF BEAM
GIC - GENERAL CONTRACTOR UNO - UNLESS NOTED OTHERWISE
?NICHORING SPECIFICATIONS SPAS, TUBS, STONE CLAD FEATURES SUCH AS CHIMNEYS SHALL HAVE THEIR EXTRA WEIGHTS ACCOUNTED FOR IN THE HS - HEADED STUD I NELSON STUD U= - UPLIFT VALUE IN US
d NCRETE SCREWS $HALL BE HILTI KWIK-CON 11 (NOA#12-0625.05) TRUSS ENGINEERING. REQUEST THE CUT SHEET FROM THE GENERAL CONTRACTOR IN ORDER TO APPLY THE LOADS IN THE HC - HOLLOWCORE VERT - VERTICAL PRE-ENG. ROOF
9l CORRECT SUPPORT POINTS AND WITH THE CORRECT MAGNITUDES. HOG - HOT DIPPED GALVANIZED VIF - VERIFY IN FIELD TRUSSES @ 24- O.C.
PANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTI KWIK BOLT 3 OR EQUAL. HSS - HOLLOW STRUCTURAL SECTION VB - VAPOR BARRIER
KLF - 1000 PER LINEAR FOOT Wl - WITH SEE APPROVED
NOTE: KO - KNOCK -OUT WWF - WELDED WIRE FABRIC SHOP DRAWINGS.
STAIRS - ONE AND TWO FAMILY RESIDENCES ONLY 10 PSFALLOWEDTOBE USED AS DEAD UPLIFT COUNTERWEIGHT KSI - 1000 US PER SQUARE INCH 0 - DIAMETER Job No. 1306083
�DESIGN LIVE LOAD = 40 PSF -ALL ATTIC AREAS WHERE LIGHT UNINHABITABLE STORAGE IS LOCATED MUST BE DESIGNED FOR AN ADDITIONAL LW - LONG WAY 1 KIP 1000 LB NOTE: SEE ARCHITECTURALS 12
CONCURRENT 20 PSF LIVE LOAD. 2x4 BLQCKING IL4 BETWEEN TOPp,_ FOR ROOF] I SEE
INTERIOR PARTITIONS PROVIDE SUPPORT ES TO ARCH INSTALL A PAIR OF SIMPSON
FBCR"03.7.7 PERMANENT, FULL -HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED TO RESIST A LATERAL UVE MASONRY (TMS402-16/ACI 530/ASCE 5 & TMS602, AC1530.1/ASCE 6) PLYWOOD DECKING AT CHANGE SHEATHING PER PLAN GBC CLIP ANCHOR EACH CLIP
LOAD NOT LESS THAN 5 POUNDS PER SQUARE FOOT (239 PA) AND IF SHEATHED WITH LATH AND PLASTER, DEFLECTION AT THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. OF FACE GRAIN DIRECTION. SEE PLYWOOD NAILING D Wl 5-8d NAILS TO TRUSS
THIS LOAD SHALL NOT EXCEED U360. ATTACH TO EACH END W/(2)16d R NAILING PATTERN. AND 7-8d HAILS TO KICKE R
MASONRY UNITS SHALL BE ASTM C-90 TYPE 11 WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF PLYWOOD TOE NAILS.
3000 PSI CONCRETE INDIVIDUAL UNITS PER FBCR 606.4. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N. ALL FACE GRAI PLYWOOD
WHEN SPECIFIED UNDER THE "CONCRETE STRENGTH" STRUCTURAL NOTES. READY MIX CONCRETE To ACHIEVE A 28 DAY REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION FACE GRAIN Ah T/ TIE
COMPRESSIVE STRENGTH OF 3000 PSI. A-615 GRADE 60. ALL CMU WALL UNDERGROUND SHOULD BE SOLID GROUTED BEAM
SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC: SHALL COMPLY WITH ASTM A-186, FABRIC SHALL BE WOOD ROOF TRUSSES, -qv PER FIR NG. TRUSSES FL-00W FMM-AADM
PLACEDI FROM THE TOP OF THE SLAB. LAPS SHALL BE 6"MIN. WWM SHALL BE OVERLAPPED 31Y AT PERIMETERS. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE SEE APPROVED SHOP FRAMING BOTTOM CHORD BRACING @ O/c ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS
DRAWINGS FOR MCATED OR REPRESENTED BY THIS DRIVING
CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURE THE MIX IS TO BE PLACED. STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. MORTAR MAY BE OVERNING LAYOUT PLAN ARE UWWJ) IVY, & THE PROPERTY OF THIS OFFVX
-TEMPERED WITH WATER TO REGAIN WORKABILITY FOR NO MORE THAN 2.5 HOURS AFTER INITIAL MIXING. AND LATERAL RESTRAINTS L WEIZE CREATED, EVM_VEM, L DEVELOPED FOR
RE USE ON, & IN CONNECTION VITH THE SPECIFIED
SEE TYPICAL DETAILS. f PRCUM. HOME OF SUCH IDEAS, DESIGNS,
I,CONCRETE REINFORCEMENT 2"x4" KICKER 24" C/C \-2"X4" KICKER @ 24" C/C ARRANGEMENTS, OR PLANS SHALJL BE USED BY, OR
THE FINAL CMU BLOCK AND MORTAR SHALL ACHIEVE AN FM - 1500 PSI. DISCUOSED TO ANY PERSON, FOOL OR
CORPORATION FOR ANY PURPOSE
TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED CONTINUOUSLY (WITHOUT BREAKS OR WITHOUT THE WRITIEN PERMISSION OF RANDALL E.
INTERRUPTIONS) IN ALL AREAS OF THE SLAB AND RUNS PERPENDICULAR TO THE MAIN REINFORCEMENT. OVERLAP SEE ARC STOFFT, ARCHITECTS, PA WRITTEN DIMENSIONS ON
THESE DRAWINGS SMALL HAVE PRECEDENCE OVER
TEMPERATURE BARS WHERE NEEDED A MIN OF 24' GROUT SHALL BE A HIGH SLUMP MIX (Ir-1 I-) IN ACCORDANCE WITH ASTM SPECIFICATION C476 HAVING A MINIMUM 2"x4" BLOCKING SCALE DIMENSLONS. comntAcTm SHALL VERIFY &
I, ! :1 ! \--BOND BM OR TIEBEAM BE RESPONSIBLE FOR ALL DIMENSIONS &
COMPRESSIVE STRENGTH OF 3,000 PSI. @ 24- CIC Wl CONDITIONS ON THE JOB, & THIS OFFICE MUST BE
2-16D EACH NOTIFIED OF AN11' VARIATIONS FROM THE
CONCRETE REINFORCEMENT BARS, STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM A-615 (GRADE 60). DIMENSIONS AND CONDITIONS SHOWN BY THESE
REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL STEEL SHALL CONFORM To ASTM PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL HURRICANE TIES. TYPICAL 7 DRAWINGS. SHOP DETAILS OF ADEGUATE SCALE
- MUST BE SUBMITTED TO THIS OFFICE FOR
A-706 (GRADE 60). REINFORCING BARS CONTAINING A LIGHT COAT OF RUST SHALL BE ALLOWED. EXTERIOR WALLS. THIS REINFORCEMENT $HAUL EXTEND MIN 4" INTO ALL CONCRETE COLUMNS. APPiZOVAL BEFORE PROCEEMM WITH FADRICATIDN
SEE STRAP SCHEDULE ON ITEMS SO NOTED 0 , ALL RIGHTS
'W'STRAP W/ RE
ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS PROJECT. ROOF I W/ SERVED RANDALL StDFMFT ARCHITECTS PA
IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) ALL CONCRETE MASONRY, TIE BEAMS, TIE BOND BEAM SEAT NAILS r7l &N
T
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RU
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SHO'C""
SSE
Ap
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1 2
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RAW
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jur
24"0
ED
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4-
AR :HE RALS JobNo 1'30'6083
No C IT E CTU ;ETAl E
Typ
H
'WOOD NAILING D
ILING PA TTERN
7 E I]USSES
2
NE 9E
DULE
kP TI S
SCH
BOND BEAM
COLUMNS, ETC SHALL BE INSPECTED BY A REGISTERED ENGINEER BEFORE CONCRETE POUR. UPON INSPECTION
FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX. BEARING WALL, CMU OR OTHER, TRUSS TO
APPROVAL, AN ENGINEERING SIGNED, SEALED AND DATED LETTER WILL BE PROVIDED TO THE GENERAL CONTRACTOR f
ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES. AS SEE FRAMING PLAN FOR SPECS.
REQUIRED BY THE AHJ.
WELDED REINFORCEMENT SHALL CONFORM TO AWS 01.4 OR BE ASTM A706 GRADE 60. NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REINFORCING BAR. BOND BEAM
ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO). REINFORCED CMU WALL v
ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR. SEE FOUNDATION AND FRAMING
IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) FOR REINFORCED UNIT MASONRY, MANDATORY PLAN FOR VERTICAL 51;7��DETAIL
INSPECTION REQUIRES A LEVEL B QUALITY ASSURANCE PROGRAM AS DESCRIBED BY MSJC TABLE 4, WHICH STATES THE G6
CONCRETE COVER SHOULD BE AS FOLLOWS UNLESS NOTED OTHERWISE: S tA B
ftEINFORCEMENT DIAMETER AND
CONSTRUCTION, SUCH AS MASONRY BLOCK COMPLYING WITH ASTM C90, THE MINIMUM NET COMPRESSIVE BLOCK �.S4�SCALE: 3/4" 1' LL ru
CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUND: GENERAL CONTRACTOR SHALL PROVIDE TO THE INSPECTOR CERTIFICATES OF MATERIALS USED IN MASONRY �OCATION. J/
ALL BAR SIZES 3" Y'1'� PLYWOOD-
E OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL: STRENGTH OF 1900PSI AND THE GRADE OF STEEL DEFORMED REINFORCEMENT TO BE ASTM A615. THE SPECIAL INSPNL-rOR PEE TYPICAL DETAIL FOR 4 ALE
#5 BARS OR SMALLER 1-1/2" SHALL VERIFY GROUT SPACES, LADDER TYPE REINFORCEMENT, REINFORCEMENT DIAMETER AND LOCATIONS FOR WALLS, J� \\,��4�81JIPPORT BLOCKING LADDER TYPE REINFORCEMENT.
TIE BEAMS AND CONCRETE COLUMNS. SCALE: N.T.S. v OF
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