HomeMy WebLinkAbout006 Permit Plans - Signed(1) DocuSign Envelope ID:587360CB-D039-4D5A-83E6-CB31306E181 E
SHEET INDEX
PROJECT SPECS: o
A-1 floor plan 4 o
1. INSULATION: R20 SPRAYFOAM @ CONDITINED ROOF DECK, &ATTIC SEPARATING KNEE WALLS @ PORCHES &GARAGES. 0 m
R-13 BATT @ GARAGE SEPARATING WALL, FLOOR TO CLG. PROVIDE ACCESS HATCH TO CONNECT ATTIC SPACES. A-2 foundation, connectors CL = O
A-3 elevs, elect, plumb N o N U a
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ID DESCRIPTION SPECS PLAN = •O Q M
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REINFORCED CMU WALL NEW 1 STORY SF RESIDENCE. N + Y 0
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ZONING INFORMATION: � v U 4--
PARCEL ID: 11-0001-000-5 0'
REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES C
AG-5 (ST LUCIE IE COUNTY) U
FLOOD ZONE: X
t NON LOAD BEARING INT WALL SEE PROJECT SPECS ON A-1 4.5"
UTILITY INFORMATION:
LOAD BEARING 2x4 WALL N/A NONE PRESENT 4.5"
gas: n a
sewage: extg septic
potable water: extg well
AREA CALCULATIONS: F
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conditioned living area 1,276 sf a
porch 1 264 sf
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FLOOR PLAN NOTES: porch 2 330 sf 0-
1. INTERIOR DIMENSIONS ARE TO FINISH.SEE WALL LEGEND FOR THICKNESS. total building area 1,870 sf
2. EXTERIOR DIMENSIONS ARE TO STRUCTURE. conditioned volume 10,208 cf o
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1.22"x30"RO MIN ATTIC ACCESS
2.TYP PORCH COLUMN-12"x12"x8"CMU,(4)#5 VERT. w
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2-8x6-8 2-4x6-8 ¢ PORCH 1 264 SF 150 253 SI 2 51 LF 26 LF a
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N L - J UTL D3 31.9,-34.7 2-8 6-8 CC 8RF14-1B/1T S.SWING,GLAZED
SLOPE AS PER ELEV
SEE GEN NOTE 26. CC=CASTCRETE
FMETAL OVER(2)LAYERS 30#FELT OVER 5/8"CDX PLY OVER PE
AHU HWH DR WA S WOOD ROOF TRUSS AS PER FRAMING PLAN.
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INSULATION AS PER PROJECT SPECS
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N 36W 24D O OSEE FRAMING PLANS OR 2
• PRESSURES W H LINTEL LINTEL TYPE NOTESCONNECTOR SCHEDULE 2
N W1 33.4,-44.8 36 65.625 6-8 CC 8F16-1B/1T S. HUNG %' SEE ELEVS OU
W2 33.4,-44.8 36 49.625 6-8 CC 8F16-1B/1T (2)S. HUNG METAL DRIP OVER PT WOOD DRIP OVER ��'ff f/ :I °
i\ 2x6 CEDAR FASCIA TO TRUSS ENDS W/;
W3 33.4,-44.8 36 49.625 6-8 CC 8F16-1B/1T (2)S. HUNG J 1/2"OR 5/8"GWB OVER WOOD PE TRUSS BC.
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W5 33.4,-44.8 36 65.625 6-8 CC 8F16-1B/1T S. HUNG EGRESS
LIVING KITCHEN 0? W6 33.4,-44.8 36 65.625 6-8 CC 8F16-113/1T S. HUNG SOFFIT:STUCCO OVER LATH p
M W7 33.4,-44.8 36 65.625 6-8 CC 8F16-1B/1T S. HUNG CONT CMU BOND BEAM TOP(2)COURSES W/#5 -
' REBAR EA COURSE
77 W8 33.4,-44.8 36 65.625 6-8 CC 8F16-1B/1T S. HUNG EGRESS
oXx W9 33.4,-44.8 47.5 35.5 6-8 CC 8F16-1B/1T S. HUNG LINTELS PER DOOR/WINDOW/LINTEL SCHEDULE floor plan
C? SEE GEN NOTE 26. CC=CASTCRETEzo '
typ clg.8'-0" �
STUCCO OVER 8x8x16 CMU W/#5 VERT REBAR @ 48" 5/18/21
pantry OC-1/2"OR 5/8"GWB OVER OVER 3/4"FURRING STRIP. '
SHEET
MONO STEP
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6'-4" 10'-8" 64" 10'-8" ° °°
PRODUCT APPROVAL AFFIDAVIT WALL REINF AS PER NOTE 16.8/GN 1.
A-1
DOWELS PER NOTE 17.2 GN-1. ( OPTIONAL CJ/EJ °
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ITEM TYPE IDi BUILDING DP 2 PRODUCT DP TYPE 5 IMIFR MODEL APPROVAL# FASTNERS6 OWO
DOOR S.SWING,GLAZED ALL 31.9,-41.7 50,-50 IMPACT Therma Tru ANY FL 20468.11
� I I f ° MONO CURB/RECESS
PORCH 1 I WINDOW S.HUNG ALL 33.4,-44.8 50,-70 IMPACT MI 1620 SH FL 21637.5 DocuSignedby:
I to conc w/(2).25"x1.5"embed ea PROJECT SPECS:A-1Er
WINDOW MULLION ALL 44.8 75 N/A MI M2300 FL 18504.6 clip GENERAL NOTES:GN-1 ( ° ° ° °
2 3 I -44.8 field,- -117.7 field, - screw @ 12"oc trans,16"oc ' ° E935FAF3OE92486...
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- - - - - - - - - - - - - ROOFING METAL ALL 61.7 edge 117.5 edge N/A Dynamic Metals 5v crimp FL 27499.17 longitudinal/4"end 8/19/2021
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1.'ID'as per door&window schedule,or all meaning worst case of all similar items of that type. f
2.If building dp are left blank-see door&window schedule or design pressure chart. SOUNDA/COMPACTION PER
9'-8" 1' 9'-8" 1' 3.This affidavit is only to verify product's compliance with wind loads. FOOTING PER FOUNDATION PLAN & Z ' FOUNDATON PLAN AND NOTE 17/GN-1
4FOOTING SCHEDLE-REINF PER -
33' 4.Unless products are specifically submitted for verification by contractor,they are assumed. FOOTING SCHEDULE - ° ° ° ° ° ° OF F-.0
5.If glass type is not specified more than'impact',may use any of the impact glass type in the install instructions to achieve the stated building design pressures. CO of ° Q�• • R/
6.If fasteners is left blank,may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design pressures. _ ° ° ° Gj•• NGkS P.L/fie
7.1 have reviewed the above components or cladding and I have approved their use in this structure.These products provide adequate resistance to the wind loads and forces specified by current code provisions. GRADE AS PER SITE PLAN
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FLOOR PLAN AR97,08
TYP WALL SECTION �`'
SCALE: 1/4"= 1'-0"
SCALE: 1/2"= 1'-0"
/SrFRED ARG�`�
DocuSign Envelope ID:587360CB-D039-4D5A-83E6-CB31306E181 E
CONNECTION (CXN)SCHEDULE CONNECTOR(CO) SCHEDULE E
ALLOWTRUSS ACTUAL ACTUAL • O
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CONNECTED ELEMENTS REACTION • UPLIFT GRAVITY CONNECTOR • ID CONNECTED ELEMENTS UPLIFT GRAVITY • •• V L
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All truss to bond beam = CO-1 see CXN sched 1810 1 Simpson HETA 20 To truss w/(9) 10d x 1.5" Q = O
locations uno truss CO 1 CO-2 see CXN sched 2035 2 Simpson HETA 20 To single ply truss w/(10) 10d x 1.5" N d 0 CV U U
truss AH7 truss CO 3 t +_� �p (U C:
CO-3 see CXN sched 2500 2 Simpson HETA 20 To multi ply truss w/(12)16d i M C)
1.Connector ID references the connector(CO)schedule. To cone w/(4).25"x 2.25"tapcon. To truss w/(10) Q CL CD •-
2.All loads are checked by architect,loads left blank were checked but are not required to be listed. N 0 �1
CO-4 missed or misplaced co-1 1175 1 Simpson HTSM20 10d x 1.5" + V
3.Actual loads listed in this schedule are worst case,actual may be lower than listed but never higher. m N N i m
To conc w/(4).25"x 2.25"tapcon. To truss w/(10) C Q
4.If'connected elements'contains'truss',reference loads in truss package. If no reaction points specified use = C d Q M _N
connector for all nesessary points. CO-5 missed or misplaced co-1 2350 2 Simpson IHTSM20 110d x 1.5" G _N T5 .2)
1.Refer to connection CXN schedule for connector locations. M
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2.'QTY'referes to the number of connectors used per per ea connection(connected elements). If qty left blank,refer to drawings. N + CN Y
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REINFORCEMENTID TYPE SIZE(WxLxH) HEIGHT •
F1 ISOG, MONO, EDGE 20"xCONTx18" 0'-0" (2)#5 CONT BOT
F2 ISOG, MONO, PORCH EDGE 20"xCONTx18" 44" (2)#5 CONT BOT/TOP
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NOMINAL WIDTH J QUANTITY OF#5 FIELD
ADDED REBAR AT TOP OF SECTION ELEVATION CHANGE-ELEVATION VIEW
NOMINAL HEIGHT COMPOSITE U-LINTEL FOR
UPLIFT LOAD
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AFF: -0'-4" TOP OF COMPOSITE
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PROVIDED IN U-LINTEL �P,N 19�
8"NOMINAL WIDTH (SEE REINFORCING SCHEDULE)
BOND BEAM/ LINTEL CONTINUITY DETAILS —*—
FOUNDATION PLAN SCALE: NTS �. AR97108 Cj
SCALE: 1/4"= 1'-0" FRED AR
DocuSign Envelope ID:587360CB-D039-4D5A-83E6-CB31306E181 E
ELECT PLAN LEGEND ELECT LOAD CALC CD E
NEW METER ++ ti O
E1 120V DUPLEX RECEPTACLE
E2 120V GFCI DUPLEX RECEPTACLE Q SQUARE FEET UNDER AIR 1,276 W
m m C)
o GENERAL LIGHTING/POWER (X 3W/SF) 3,828 W L 0
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E3 120V RECEPTACLE recessed for tv O @ N Q C — U Q
3 0 3It a) 0 2 SM APPLIANCE CKTS 3,000 W t c)
E4 120V GFCI DUPLEX RECEPTACLE-soffit o o (U
E5 120V GFCI DUPLEX RECEPTACLE w/water protected box GEC TO CWP,UFER, � N WASHER 1,500 W �_ L m o LO _0
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E6 240V RECEPTACLE-gene backfeed w/panel lockout INTERSYSTEM DRYER 4,500 W � + N
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E7 120V RECEPTACLE-floor REFRIGERATOR 1,440 W m o y Q M - m
E8 PANEL FOR RV: 120V-20A GFI,240V-30A&50A NEW WATER PUMP 563 W = +� E
CU LL
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UNDERGROUND WIRE SIZE BY ELECTRICAL ,� N + Y D
CONTRACTOR RANGE 11,000 W N i = � � _ �
E- ELECTRIC FOR LABLED APPLIANCE SERVICE MICROWAVE 1,580 W CN
L1 RECESSED CAN LIGHT 0 �,� J
L2 FLUSH MOUNT CLG LIGHT DISHWASHER 1,200 W LJL U co
DISPOSAL 375 W
L3 FLUSH LED STRIP LIGHT 6'MIN. WATER HEATER 4,500 W U
L4 VANITY WALL LIGHT GROSS GENERAL LOAD 33,486 W
L5 SHOP LIGHT NET GENERAL LOAD 19,394 W
L6 CHANDELIER LIGHT
L7 PENDANT LIGHT AHUELECTRICAL RISER DIAGRAM CU-1-1 o'w0 W
L8 UNDER CABINET LIGHT
L9 EXTERIOR WALL SCONCE SCALE: N.T.S. AHU-2 0 W
CU-2 0 W
L10 WALL MOUNT READING LIGHT Total A/C Load 6,000 W
L11 EXTERIOR MOTION DETECTOR LIGHT
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L12 RECESSED CAN LIGHT-wet location TOTAL CALC DEMAND LOAD 25,394 W
L13 RECESSED CAN LIGHT-exterior soffit TOTAL CALC DEMAND LOAD 106 A
S LIGHT SWITCH ELECT PLAN NOTES: SERVICE SIZE REQUESTED 200 A
1.SEE GENERAL NOTES 27 ON GN-1. W
EX EXHAUST FAN-vent to roof if vented soffit,soffit if unvented 2.GFI PER PLAN&GEN NOTE 27.4. INCLUDING ALL RECEPTACLES IN LAUNDRY ROOM, SERVICE SIZE EXISTING 0 A U)
EXL EXHAUST FAN WITH LIGHT-vent to roof if vented soffit,soffit if unvented WASHER, DISHWASHER,GARAGE DOOR OPENER. U)
3.
DE DISCONNECTS FOR
TER HEATER,CU,AHU
4 ALL 2I0 VOLT BRANCH CIRCUITS
. SUPPLYING RECEPTACLES TACLES INSTALLED IN FAMILY RIGHT ELEVATION 10
FL FAN/LIGHT COMBO o
FA FAN W/O LIGHT ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, o
SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS,OR SIMILAR ROOMS OR AREAS SCALE:3/16"= V-0" a
JB JUNCTION BOX SHALL BE PROTECTED BYA LISTED ARC-FAULT CIRCUIT INTERRUPTER,COMBINATION-
SD SMOKE/CO2 DETECTOR-interconnected, hardwired w/battery TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT(NEC 210.12(B)). w
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DocuSigned by:
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AR97108Cj
ELECT PLAN DWV PLUMBING PLAN REAR ELEVATION
SCALE: 1/4"= V-0" SCALE: 1/8"= V-0" FEED AR
SCALE:3/16"= 1'-0"
DocuSign Envelope ID:587360CB-D039-4D5A-83E6-CB31306E181 E
BASIS OF STRUCTURAL DESIGN: GENERAL NOTES- residential CD E
SOIL BEARING: 2500 psf(assumed) 1. CODE COMPLIANCE: 16. CONCRETE MASONRY: 23. PE TRUSSES: v a) ~ O
ABBREVIATIONS: L. o E
as -
1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the 16.1. CMU DESIGNED AND TO BE IN ACCORDANCE ACI 530 13/ASCE 5 13/TMS 402-13 "BUILDING CODE REQ FOR 23.1. FIELD VERIFY WITH ARCHITECT EXACT LOCATION AND CONFIGURATION BEFORE MODIFYING EXISTING U
WIND: 160m h ult , risk cat 2, ex C, wind borne debri region, .18 enclosed design p 1 g g q � �
p ( ) p g g AB ANCHOR BOLT IZ Z =
FROST DEPTH: 12" construction of this building. By submitting these construction documents for permit or commencing work,the contractor, hereby MASONRY STRUCTURES","COMMENTARY ON BUILDING REQ FOR MASONRY STRUCTURES". TRUSSES. DO NOT CUT ANY FRAMING MEMBERS OR TRUSSES WITHOUT EXPRESS WRITTEN AUTHORITY v �U
agrees to comply with all local,state,and federal regulations having jurisdiction over this project,and to comply with all governing 16.2. MASONRY STRENGTH (f'm DESIGN)UNO: FROM THE ENGINEER AND ARCHITECT. A/C AIR CONDITIONER to O C N _ Q
codes,including but not limited to,the most current editions as adopted by the state of Florida,of the following: -BLOCK STRENGTH = 1900,ASTM C90 23.2. FIELD VERIFY DIMENSIONS OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING. AHU AIR HANDLING UNIT C t r � CD
STEEL S WORKING STRESS DESIGN.THE DES MASONRY APPROACH FOR REINFORCED OEIGHT TE -2020 FBC: RESIDENTIAL,7th ed -2017 NATIONAL ELECTRIC CODE -MORTAR STRENGTH = 1800,TYPE S 23.3. CONTRACTOR TO SUBMIT THE TRUSS ENGINEERING TO ARCHITECT TO REVIEW FOR ADHERENCE WITH AT ACOUSTICAL TILE .0 i 4) Mo Lf) E -
-2020 FBC: ENERGY CONSERVATION,7th ed -ASCE 7-16 -GROUT STRENGTH=2000 DRAWINGS PRIOR TO CONSTRUCTION. ARCHITECT'S SEAL WILL NOT BE APPLIED. = Q Q p- THE STRUCTURAL DESIGN APPROACH FOR � � -
IS ULTIMATE STRENGTH DESIGN.THE DESIGN SERVICE LOADS AREAS FOLLOWS: 16.3. GROUT SHALL HAVE A SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476-02 AND ATTAIN A 23.4. TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY, HOWEVER THE SUPPORTING STRUCTURE HAS B.M. BENCH MARK N � � V1 Z3
2. ALL GENERAL NOTES COMPRESSIVE STRENGTH OF 3000 PSI.GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS. BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL BM BEAM Co + E N N i m
ROOF LIVE LOAD 20 PSF 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT FINAL LAYOUT MY MFR. EXACT TRUSS WEB,CHORD SIZES AND LAYOUTARE TO BE DETERMINED BY THE BC BOTTOM CHORD = C m Q M a) C
ROOF DEAD LOAD 10 PSF TC (shingles, metal, modified bitumen) CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS,OR SEGREGATION.ALL CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH MFR.TRUSS MFR TO DESIGN ANY PERMANENT BRACING REQUIRED FOR STABILITY. BILK BLOCK _N .-
WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS,SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION GROUT.ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. HOLD GROUT 23.5. ALL TRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING BO BY OWNER O co ti
ROOF WIND LOAD (SEE DRAWINGS) BOTT BOTTOM .N L = CO ti - �
CEILING DEAD LOAD 10 PSF BC DOCUMENTS. DOWN 1-1/2"BELOW TOP OF BLOCK AT GROUT LIFT JOINTS AND AT CONCRETE PLACED OVER MASONRY. THE MFR'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS-TO-
BP BOTTOM PLATE to + � Y
WALL WIND LOADS (SEE DRAWINGS) 2.2. THE FOLLOWING GENERAL&SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS, SUBCONTRACTORS, 16.4. CONCRETE MASONRY UNITS SHALL BE PLUMB,TRUE TO LINE,WITH LEVEL COURSES ACCURATELY SPACED TRUSS CONNECTORS TO BE SUPPLIED BY THE TRUSS MFR.VERIFY THAT THE CAPACITY OF THE TRUSS Q 1= M c J
AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. AND BUILTTO THE THICKNESS AND IN A RUNNING BOND AS INDICATED AND CONFORMING TO THE ANCHORS CALLED OUT ON THE CONSTRUCTION DRAWINGS MEET OR EXCEED THE UPLIFT VALUES ON O co M ILL.
FLOOR DEAD LOADS 15 PSF TC, 5 PSF BC 2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL TOLERANCES SPECIFIED IN ACI 531.1 AND 530.1. THE TRUSS ENGINEERING.ANY TRUSS ANCHORS CALLED OUT THATARE OF INSUFFICIENT CAPACITY CJ CONTROL(CONSTRUCTION)JOINT U U �
FLOOR LIVE LOADS SEE BELOW SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK.ANY DISCREPANCIES AND/OR CONFLICTS IN THE 16.5. REINFORCING BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS, UNLESS NOTED OTHERWISE,AND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR SUBSTITUTION. CL CENTER LINE LL 0
DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO TIED OR OTHERWISE SECURELY SUPPORTED ATTHE TOP AND BOTTOM TO ENSURE THAT THE BAR DOES 23.6. BRACE BOTTOM CHORD AS PER MFR SPECS, IF NOT PROVIDED, PROVIDE CONTINUOUS'RAT RUN' CLG CEILING U
FLOOR LIVE LOADS: SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR.ANY COSTS ARISING TO CORRECT THE NOT MOVE DURING GROUTING. LATERAL BRACE PERPENDICULAR TO BC 2x4 @ 12'OC(2) 12d NAILS EA BC. CLR CLEAR
DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 16.6. MORTAR DROPPINGS AND OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 23.7. PREFABRICATED WOOD TRUSSES,JOISTS,AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT CMU CONCRETE MASONRY UNIT
Uninhabitable attics without storage 10 psf 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED 16.7. CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCATIONS AND DETAILS SHOWN ON THEIR SELF-WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED CO CONNECTOR
Uninhabitable attics with limited storage 20 psf WRITTEN CONSENT OF THE ARCHITECTAND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPAREA THE DRAWINGS. CONTROL JOINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE TO,WALLS EITHER PARALLEL OR PERPENDICULAR TO THE SPAN,ALL MECHANICAL AND OTHER COL COLUMN
Habitable attics and attics served REVISION IN ACCORDANCE WITH THE CHANGE.APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE JOINTS ON BOTH SIDES OF THE WALL SHALL BE SEALED AND TOOLED SMOOTH. EQUIPMENT,AND SHALL DESIGNED TO RESIST ALL DRAG FORCES,SHEARWALL UPLIFT AND DOWNWARD CONC CONCRETE
with fixed stairs 30 psf CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 16.8. WALL REINFORCEMENT:VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SPECIFIED LOADS,AND OTHER SPECIAL LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING,OR CONT CONTINUOUS
Balconies (exterior)and decks 40 psf ON THE DRAWINGS. DESPITE IF SHOWN ON DRAWINGS-PLACE VERTICAL REINFORCING BARS AT ARCHITECTURAL DRAWINGS OR CALCULATIONS. MINIMUM ALLOWABLE SHEAR SHALL BE 95 PSI, CU CONDENSING UNIT OR COPPER
Fire escapes 40 psf 3. ARCHITECT&CONTRACTOR RELATIONSHIP CORNERS, EA CELL WITHIN 16"OF CORNER,JAMBS OF OPENINGS, EA CELL WITHIN 16"OF JAMBS FOR BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY TRUSS MFR UNLESS NOTES OTHERWISE. CW COLD WATER
3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR,THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL OPENINGS WIDER THAN 12', BELOW BEAM BEARING, BELOW GIRDER TRUSS BEARING,AND IN WALLS AS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS CXN CONNECTION
Guardrails and handrails 200 Ib RELATIONSHIP,THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS INDICATED ON THE DRAWINGS. IF NOT SPECIFIED IN TEXT ON DRAWINGS USE#5 @ 48"OC. WALL SEALED BYA REGISTERED ENGINEER.SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED
Guardrail in-fill components 50 plf FOR PERMIT,THE CONTRACTOR ACKNOWLEDGES THATTHEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS,AND REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP AT BEARING POINTS.ALL CONNECTORS SHALL HAVE CURRENT ICBO APPROVAL.THE MFR SHALL DESIGN D NAIL SIZE (PENNY) 0
Passenger vehicle garages 50 psf ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS,THEY ARE SPICES, EMBEDMENT,AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. 8"TOLERANCE ALLOWED CONNECTION OF TRUSS REQUIRING PREFABRICATED HARDWARE HANGER OR OTHER. DF DRINKING FOUNTAIN w
Rooms other than sleeping room 40 psf ACCEPTING LIABILITY THAT MAYARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR'S FOR WALL REINF SPACING. SEE DOWEL NOTE 17.2 BELOW. 23.8. FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE DIA DIAMETER a
Sleeping rooms 30 psf INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR 16.9. REINFORCED MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLED AS PER MFR INSTRUCTIONS. AND SEAL OF FLORIDA ENGINEER(SPECIALTY ENGINEER). SPECIALTY ENGINEER MAY SUBMIT DIM DIMENSION c-
Stairs 40 psf OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES LINTELS TO HAVE 4"MINIMUM BEARING. CONTINUOUS REINF ACROSS COLUMNS. IF SPECIFIED, OA LINTEL PREFERRED CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR DISP DISPOSAL U_
MENTIONED,THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTANDAND ADHERE THE BLDG CODES NO LENGTH IS+/-AS LONG AS MIN BRG IS MET. DOOR/WINDOW LINTELS CAN BE DEEPER(TALLER)THAN APPROVAL. DIN DOWN a
DIFFERENT THAN THE ARCHITECT. SPECIFIED BUT NOT SHORTER. DR DRYER U)
16.10. LINO HORIZ JOINT REINFORCEMENT @ 16"OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO 24. CONNECTORS/FASTENERS: DTL DETAIL U)
4. WORKMANSHIP: CONTROL CRACKING. 24.1. CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO DW DRIVEWAY F
4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR 16.11. BOND/TIE BEAMS/LINTELS-CONTINUE REINFORCING BARS CONT(UNINTERRUPTED)AROUND ALL WEATHERAND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION. p
RESPECTIVE TRADES. CORNERS,OVER OPENINGS,ACROSS WALL INTERSECTIONS,THROUGH TIE COLUMNS,AND UP/DOWN AT 24.2. UPLIFT CONNECTORS MAYBE SUBSTITUTED WITH CONNECTORS WITH>-THE DOCUMENTED UPLIFT 'E' EXISTING w
CHANGES IN BOND BEAM ELEVATION. VALUE IS>-SPECIFIED CONNECTOR. UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON EA EACH o
WIND PRESSURES asd 5. COORDINATION: 16.12. ALTERNATE WINDOW SILL:4"H MIN x 8"W CAST CONC W/(1)#5 EXTENDED 4"INTO FILLED JAMB CELLS. LOADBEARING WALLS THAT ARE NOT SUBJECT TO UPLIFT OR SHEAR. SPACE NAILS AT STRAPS AS TO EL BUEJ ILDING DNNGOELEOVINT ATION o
5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES. NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE
5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING.THIS DOES NOT MEAN THAT 17. FOUNDATIONS: EITHER UNLESS SPECIFIED BYARCHITECT. ELECT ELECTRICAL o
THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FARAS ITAFFECTS THE TRADES.ALLTRADES SHALL 17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. FILL TO BE CLEAN ELEV ELEVATOR OR ELEVATION o
COMPONENT AND CLADDING LOADS... FROM TABLE FBC R301.2(2) INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE-ACCEPTABLE PROJECT, GRANULAR&UNIFORMLY COMPACTED TO 95%DENSITY(ASTM D 1557)AND MEASURED IN 12"LIFTS. AT 26. EXTERIOR DOORS AND WINDOWS: EW EACH WAY
EWC ELECTRIC WATER COOLER o
EFFECTIVE UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS"NIC"(NOT IN CONTRACT). DISCRETION OF CONTRACTOR OR BLDG INSPECTOR,ARCHITECT RECOMENDS SOIL TO BE TESTED BY 26.1. INSTALL OVERHEAD DOORS(INCLUDING BUCKS), EXTERIOR DOORS,AND WINDOWS AS PER MFR'S EWH ELECTRIC WATER HEATER LU
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GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY&RECOMEND SITE PREP. SPECIFICATION/PRODUCT APPROVAL.
EXP EXPOSED
ZONE WIND 7. CONDITIONS NOT DETAILED: 17.2. DOWEL VERTICAL REINFORCING BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF 26.2. PT 1x BUCK:ATTACH TO MASONRY/GONG W/ADHESIVE&RECESSED 3/16"x2"MIN TAPCON OR 6D CASE w
7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO THE SAME SIZE AND SPACING OF WALLABOVE. THERE SHALL BE A DOWEL FOR EACH VERTICAL HARD NAILS OR T NAILS @ 12"A"END. PT 2x BUCK:ATTACH TO MASONRY/CONC W/ADHESIVE& EXT EXTERIOR
AREA(SF) 160 PERFORM THE WORK. EVERY CONNECTION,CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFYARCHITECT IF A REINFORCING BAR. MIN LAP SPICES, EMBEDMENT,AND END HOOK LENGTHS AS PER ACI 318 OR FBC LINO. RECESSED 1/4"x3 1/4"MIN TAPCON @ 12"A"END. EXTG EXISTING W o
CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT For#5: MINIMUM 30"LAP W/10"HOOK LINO. SEE WALL REINFORCEMENT NOTE 16.8 ABOVE. FOR MISSED 26.3. MIN OVERHEAD DOOR BUCK: 2x6 SIDES TO FILLED CELL W/WEDGE ANCHOR 24"OC MIN, 12"FROM ( , M a
1 10.0 24.9 -44.8 @ @ F1 FOOTING#1 v Of
DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE A DETAILED SPECIFICATION FOR A CERTAIN PRODUCT, EMBEDDED DOWEL, EPDXY EMBED W/1/8"OVERSIZED HOLE DIA.,6"EMBED W/CLEAN HOLE. ENDS. WEDGE ANCHOR TO BE 1/2"x 6"W/2"x 1/8"WASHER. 2x6 @ TOP TO LINTEL W/1/4"x 2.75" FA FASTENER 7 � C
1 20.0 21.5 -39.7 CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BYARCHITECT. IF DRAWINGS HAVEA GENERIC 17.3. BUILDING SLABS-ON-GRADE TO BE REINFORCED WITH 6x6 10/10 WWF MIN WITH MESH UP CHAIRS OVER 6- TAPCONS STAG @ 24"OC. z M
SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL MIL MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO. 26.4. CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION: FD FIELD(FLOOR)DRAIN w
1 50.0 16.9 -32.9 FE FIRE EXTINGUISHER UJ LU
Hip Roof BYARCHITECT. SUGGESTION TO PROVIDE DIAGONAL 36"#4 REBAR ATALL INSIDE'REENTRANT'CORNERS. -ROUGH OPENING DIMS, EGRESS COMPLIANCE(FBC R310),SAFETY GLASS COMPLIANCE(FBC R308.4) J o
1 100.0 13.6 -27.7 17.4. CONTINUOUS FOOTINGS,STEM OR MONOLITHIC,TO BE REINFORCED CONTINUOUS,WITH LAPS AS PER 26.5. CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORS/WINDOWS. FF FINISH FLOOR Q LL z
>20 to 27 FIN FINISH a
8. VERIFY SITE INFORMATION: STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30"MIN CORNERS BARS TO 26.6. DOORS BETWEEN GARAGE&RESIDENCE TO BE 20 MINUTE FIRE RATED OR 1-3/8"THICK SOLID WOOD AS
2e, 2r, 3 10.0 24.9 -61.7 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED MATCH LONGITUDINAL REBAR. PER FBC R 302.5.1. FLR FLOOR U)
deg 2e, 2r, 3 20.0 21.5 -55.2 CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK 17.5. SUGGESTION TO PROVIDE A 4-INCH MEDIUM TO COARSE SAND OR GRAVEL COMPACTED DRAINAGE FILL 26.7. FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS. FP FIRE PROTECTION a) LU
BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY.CONTRACTOR SHALL VERIFY BELOW ALL INTERIOR SLABS-ON-GRADE. 26.8. GLASS TO HAVE: LOW-E, U-FACTOR<-0.4,SHGC<-0.25 EPS EXPANDED POLYSTYRENE �/ (_ z
2e, 2r, 3 50.0 16.9 -46.5 FTG FOOTING 0. L
THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. 17.6. SOIL AND SUBGRADE IS TO BE TERMITE TREATED. 26.9. SIZES ARE NOMINAL AND CAN VERY+/-2"IN SIZE IF EGRESS IS NOT EFFECTED. o
2e, 2r, 3 100.0 13.6 -39.9 17.7. SLAB FINISHES UNO: FT FOOT(OR FEET) Q) Z)
9. PRIOR TO ANY EXCAVATION WORK: -MAIN BUILDING: STEEL TROWEL FINISH 27. ELECTRICAL&LIGHTING NOTES r ^^ 00
4 10.0 33.4 -36.3 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION,AND MAKE -GARAGE:STEEL TROWEL,THRESHOLD: LIGHT BROOM 27.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES,AND GALV GALVANIZED J I..L LD
GFI GROUND FAULT INDICATOR - U)
4 20.0 31.9 -34.7 ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING,AS ACCEPTABLE TO GOVERNING AGENCIES,AUTHORITIES, -DRIVEWAY, DRIVEWAYAPRON, PORCHES/PATIOS: LIGHT BROOM EQUIPMENT,SHALL BE DETERMINED BYAN ELECTRICAL CONTRACTOR. IF LAYOUT/SIZING IS PROVIDED a--+ w
UTILITIES AND OWNER.CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING 17.8. GARAGE,AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAY FROM BLDG MIN 1/8"/FT. ELECTRICAL CONTRACTOR TO VERIFY.
GSF GROSS SQUARE FEET L_ 0
4 50.0 30.0 -32.8 GWH GAS WATER HEATER w
CONSTRUCTION,AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES. 17.9. CONCRETE PADS FOR VIBRATING EQUIPMENT SUCH AS PUMPS OR MOTORS TO BE SEPARATED FROM 27.2. ALL 120V 15AAND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT TYPE.
4 100.0 28.4 -31.2 GWB GYPSUM WALL BOARD Q 0
HOUSE SLAB WITH A MINIMUM OF AN ASPHALT EXPANSION JOINT. 27.3. PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902. � }
10. DIMENSIONS: 17.10. RECESS SGD&GARAGE DOOR THRESHOLDS 3/4%VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR. 27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R 3902. U _ �
HB HOSE BIB
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Wall 4 500.0 24.9 -27.7 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAYBE"ROUGH"OR"FINISH."SEE PLANS FOR REQUIREMENTS. 17.11. COLUMN/WALL AND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER. a
ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER 17.12. SLOPE GRADES AWAYFROM BUILDING ON ALL SIDES A MINIMUM OF 6"OVER 10',4:1 SLOPE MAX. 27.6. SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED,W/BATTERY BACKUP PER FBC R314. HC HOLLOW CORE _0 O
S 10.0 33.4 -44.8 w N
CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED 27.7. CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315. HDG HOT DIPPED GALVANIZED L.L a
S 20.0 31.9 -41.7 DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS.CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR 18. STRUCTURAL STEEL: 27.8. PROVIDE POWER RECEPTACLE&LIGHT,WHEN ATTIC CONTAINS AHU OR HAS STORAGE AREA. HORIZ HORIZONTAL fJn =
5 50.0 30.0 -37.8 WORK TO EXISITING BUILDINGS. 18.1. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A-36 AND THE"SPECIFICATION FOR THE HW HOT WATER V -0 �
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"BY THE AMERICAN 28. PLUMBING: HWH HOT WATER HEATER 7 (D a
5 100.0 28.4 -34.7 11. HEIGHT ELEVATIONS: INSTITUTE OF STEEL CONSTRUCTION. ALL STEEL PIPE SHALL CONFORM TO ASTM A-53,TYPE E(Fy=35 28.1. PLANS ARE SCHEMATIC.ACTUAL LOCATION, MATERIAL,AND SIZE OF PIPES, DRAINS,AND VENTS SHALL z w
11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0"(BUILDING ELEVATIONS MAY KSI). BE DETERMINED BYA LICENSED PLUMBER. IF LAYOUT/SIZING IS PROVIDED PLUMBING CONTRACTOR TO IN INT INTERIOR �/� �
5 500.0 24.9 -27.7 INCH vJ _
BE NOTED AS"BLDG EL._"OR"EL._"OR"AFF._")ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE 18.2. ALL SHOP CONNECTIONS TO BE WELDED AND FIELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE VERIFY. ''/^� 0
Garage 9'x7' 29.4 -33.3 ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION.SITE SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. ALL WELDING IN ACCORDANCE WITH AWS D1.1 28.2. SEPTIC&DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BY A LICENSED SEPTIC .1T JOINT v! U)
Door 16'x7' 28.2 -31.5 ELEVATIONS MAYBE BASED ON THE SURVEY,WHICH MAY USE MEAN SEA LEVEL, NAVD,OR OTHER HEIGHT AS A "STRUCTURAL WELDING CODE". USE E70XX ELECTRODES LINO. CONTRACTOR AND ADHERE TO 64E-6, F.A.C.
REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS:"SEL_"OR"_NAVD"OR"+X.X'". CONSULT ARCHITECT 18.3. ALL STEEL TO RECEIVE ONE SHOP COATAND ONE FIELD TOUCHUP COAT OF APPROVED PAINT. 28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING. o
1.21 adjustment factor used FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING. 18.4. ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED MAX MAXIMUM w O UJ
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WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO 29. ROOF PENETRATIONS: MEP MECH/ELECT/PLUMB 7
12. AMBIGUITY: THE"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 ORA490 BOLTS"BY THE AMERICAN 29.1. VERIFY ALL REQUIRED ROOF PENETRATIONS FROM HVAC, PLUMBING, ELECTRICAL,AND OTHER MFR MANUFACTURER L
12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS,THE ARCHITECT INSTITUTE OF STEEL CONSTRUCTION. DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES TO PREVENT MIN MINIMUM M z
SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 18.5. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR A307(THREADED ROD). MOISTURE INTRUSION AND RETAIN STRUCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE MO MASONRY OPENING F
12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN 18.6. SUBMIT SHOP DRAWINGS FOR REVIEW OF CONFORMANCE TO DESIGN CONCEPT. ROOF PLAN.CONSULT ARCHITECT IF ROOF PLAN CONFLICTS WITH ANY REQUIRED ROOF PENETRATIONS. MW MICROWAVE z
CASE OF CONFLICT BETWEEN THE GENERAL NOTES,SPECIFICATIONS,AND DRAWINGS,CONSULT WITH ARCHITECT. 18.7. GROUT FOR COLUMN BASE PLATES SHALL BE NON-SHRINK GROUT 5000 PSI MINIMUM. w
31. FLAME SPREAD INDEX&SMOKE DEVELOPED INDEX: NIC NOT IN CONTRACT 0
13. FLORIDA PRODUCT APPROVALS/SUBMITTALS/SHOP DRAWINGS: 19. LIGHT GAGE METAL STUDS&MISC.METAL FRAMING: 31.1. FLAME SPREAD INDEX&SMOKE DEVELOPED INDEX: NTS NOT TO SCALE a
13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE(NOA)/PRODUCT APPROVALS ARE THE RESPONSIBILITY 19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9-302.10 NSF NET SQUARE FEET �
OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLEATTIME OF INSPECTION. EVEN WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV's OR WALL CABINETS.ALL WALLTRACKS SHALL BE 25 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED:<450 0
IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE GA. 31.4. WALL/CLG FLAME SPREAD:<200,WALL/CLG SMOKE DEVELOPED:<450 L-1 LINTEL#1 z
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4P I I SAME OR HIGHER BUILDING DESIGN PRESSURES,SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A
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DISCREPANCY BETW THE FASTENING OF PRODUCTS,ACCORDING TO MFR INSTALLATIONAND ARCHITECT'S SPECS, 20. HVAC: 32. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA: a
I -1 9 OA OVERALL a
r - - VERIFY W/ARCHITECT. 20.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY 32.1. WEATHERING: NEGLIGIBLE,TERMITE AREA:VERY HEAVY
02 I r - c I t 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO GRILLES ETC,SHALL BE DETERMINED BY HVAC LICENSED CONTRACTOR. IF LAYOUT/SIZING IS PROVIDED OC ON CENTER z
i I o I 1 4 b CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING HVAC CONTRACTOR TO VERIFY. 33. MISC: OAS OR APPROVED SIMILAR U)
I I I II:: DIMENSIONS ATJOBSITE FOR TOLERANCE,CLEARANCE,QUANTITIES, FABRICATION PROCESSES/TECHNIQUES OF 20.2. PROVIDE MANUFACTURED CONCRETE PADAND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR 33.1. ROOF SYSTEM&FLASHING AS PER MFR INSTRUCTIONS.
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KIWI O I0I0 CONSTRUCTION,COORDINATION OF HIS WORK WITH OTHER TRADES,AND FULL COMPLIANCE WITH CONSTRUCTION CONDENSING UNIT. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE 33.2. G�J�,IL-S AS PER FBG R312. Ui
I I d.6h DOCUMENTS. MANUFACTURER'S SPECIFICATIONS. 33.3. ST-A;n`^^'^S PER FBG g311 T PLY PLYWOOD w
I I o.8n1 33.4. MEP SYSTEMS 1'4-BFE AS PER FBG R322 a PT PRESSURE TREATED p
I L - - - J 1 14. GENERAL STRUCTURAL 21. WOOD FRAMING 33.5. MECHANICAL APPLIANCES TO BE PROTECTED IF INSTALLED ON FLOOR IN GARAGE AS PER M1307.3.1. PVC POLYVINYL CHLORIDE
L - - - - J 14.1. ONCE SIGNED&SEALED BYARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION 21.1. ALL STRUCTURAL(LOAD BEARING)LUMBER SHALL BE S.Y.P.OR DOUGLASS FIR,GRADE#2, KID19%(Fb FOR USE 2"DIAx 36"H PIPE W/COLLAR BASE,ATTACH COLLAR TO SLAB W/(4) 1/4"x 2.25"TAPCON. a ll I- I DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST 33.6. CAULK BOTTOM OF SOLE PLATE AT GARAGE COMMON FRAME WALL. R RADIUS
PLiN R/A RETURN AIR
14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 46),AND SHALL CONFORM TO 33.7. IGNITION BARRIER NOT REQUIRED FOR SPRAY FOAM IN ATTIC UNO.PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT.CONSTRUCTION SITE SAFETY, INCLUDING ALL THE NATIONAL GRADING RULE FOR DIMENSION LUMBER,THE SOUTHERN PINE INSPECTION BUREAU AND 33.8. PROVIDE FIRE BLOCKING AS PER FBC R 302.11. RCB REINFORCED CONCRETE BEAM
Gable ondFlmtRoofs 95 7" ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE THE SOUTHERN FOREST PRODUCTS ASSOCIATION.ALL NON-LOAD BEARING FRAMING LUMBER(INTERIOR 33.9. PROVIDE DRAFT STOPPING IN THE FORM OF' "PLY OR GWB TO FLOOR GEILING ASSEMBLIES GREiNTER RCC REINFORCED CONCRETE COLUMN
RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE WALLS)TO BE#2 S.P.F. OR BETTER. THAN 1,000SIF AS PER FBG R302 12 RD ROOF DRAIN
- A a.1 �t NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS.TEMPORARY BRACING 21.2. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED.ALL REF REFRIGERATOR
I ! I I ! B AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80 34. FINISHES: REINF REINFORCING
4 - _] i_ SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING CCA. 34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS,CEMENT BOARD INSIDE SHOWER COMPARTMENTS. REQ REQUIRED
' ' i�.
AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION 21.3. SPLICING FOR MULTI-PLY HEADERS/BEAMS/COLUMNS: USE 5/8"TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREAABOVE. GARAGE R/W RIGHT-OF-WAY
' { ' ' RTU ROOF TOP UNIT
: � � � PHASE LOADS. -2x4-10d COMMON NAIL @ 6"OC EACH LAYER STAGGERED. SEPARATION WALL TO HAVEA MINIMUM OF ONE 1/2"LAYER OF GWB ON THE GARAGE SIDE OF WALLAS
14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF -2x6-2 ROWS 10d COMMON NAIL @ 12"OC EACH LAYER. PER FBC R302.6. SEE DOOR GEN NOTE 26.6.
a a : ` e CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. -2x8-3 ROWS 10d COMMON NAIL @ 12"OC EACH LAYER. 34.2. EXTERIOR LATHAS PER FBC R703.7.1/ASTM C1063-11A. FOR EXTERIOR CEILINGS/SOFFITS USE MIN.5/8" S. SIMPSON(MFR)
' 1 ' ' �E►hTr 14.4. SPECIFIC PRODUCT DATAMUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE -2x10-4 ROWS 10d COMMON NAIL @ 12"OC EACH LAYER. STUCCO ON RIBBED LATH.ATTACH TO BOTTOM OF WOOD FRAMING W/11GA NAILS W/3/8"HEAD @ 6"OC SBS STYRENE BUTADIENE STYRENE
' ° ' ' SEL SITE ELEVATION
� + � � ROOFS OR STONE ON RAISED FLOORS. -2x12-5 ROWS 10d COMMON NAIL @ 12"OC EACH LAYER. W/1-3/4"EMBED INTO WOOD. TYP TRANSITION FROM WOOD TO CONC(I.E. @GABLE END)TO HAVE A
' ' ' ' -LOCATE SPLICES OVER BRG SUPPORTS.GLUE BETW LAYERS. USE 16D IF 1/2"PLY SPACER USED VINYL CONTROL JOINT IN STUCCO. SF SQUARE FOOT I-_
-F- -�- - - 15. CAST-IN-PLACE CONCRETE 21.7. END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TO ATTACH TO CONC 34.3. EXTERIOR T&G WOOD CEILING.ATTACH 1x4 OR 1x6 BOARD W/2" 16GA FINISH NAIL EA RAFTER/JOIST/BC. SIM SIMILAR Z
' ' " ' 15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR,TO GIVE ARCHITECT THE WALL W/.25"x 3.25"TAPCON @ 16"OC/8"ENDS. FOR INTERIOR BRG WALLS USE 1/4"x 2.75"TAPCON @ 32" TO CHANGE ORIENTATION USE 2x4 FLAT PURLINS ATTACHED TO EA RAFTER/JOIST/BC W/(2)16D NAIL. SK SINK LLI
{H OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS OC/8"ENDS. SOG SLAB ON GRADE 2
15.2. CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA 21.8. ALL WOOD NAILING AS PER FBC R 602.3 UNO. SS STAINLESS STEEL 2
STAG STAGGERED 0
Gable end FlatReda71Ke5451 MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN U
STRENGTH: 22. PLYWOOD SHEATHING:
-OVERHEAD SLABS AND BEAMS TO BE 4000 PSI CONCRETE MIN UNO 22.1. ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TBD TO BE DETERMINED
Imz�� _
COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN UNO TO SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS. TC TOP CHORD
FOOTINGS AND SLAB-ON-GRADE TO BE 3000 PSI CONCRETE MIN LINO 22.2. UPPER PANELS TO BE ATTACHED TO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO RIM THE TO MATCH EXISTING W
.- a JOIST AT BOTTOM OF WALL. PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD TOB TOP OF BEAM
AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN UNO Q
I : 1:: :
TOB TOP OF COLUMN
y� e 15.3. CONCRETE,WHEN PLACED,SHALL HAVEA SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS 22.3. FOR EXTERIOR AND INTERIOR SHEAR WALLS USE 1/2"PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE TOS TOP OF SLAB 0
-' ' ON-GRADE WHICH SHALL HAVEA MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH. NAILS 6"FIELD,6"EDGE,4"EDGE WITHIN 4'OF CORNERS. NAIL SPECS:ASTM F1667 RSRS 03(2'/z"x 0.131") TP TOP PLATE
15.4. COMPLY WITH ALL REQUIREMENTS OF ACI 117-10,ACI 318-14,ACI-315 22.4. FOR ROOF USE 5/8"PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6"FIELD,6"EDGE,4"EDGE
a WITHIN 4'OF EAVES/RIDGES/GABLES. TPO THEROO PLASTIC OLEFIN -
15.5. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL;WELDED WIRE MESH TO ASTM A-185. TYP TYPICAL
i ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 22.5. FOR SUBFLOOR USE 3/4"PLYWOOD AND 2.5"#8 SCREWS&GLUE OR 8d RINGSHANK GALV NAILS&GLUE.
' �h71ON THE ACI DETAILING MANUAL AND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF SPACE FASTENERS 6"FIELD,6"EDGE.
22.6. FOR ATTIC FLOOR USE 5/8"PLYWOOD AND 6d RINGSHANK GALV NAILS. SPACE NAILS 12"FIELD, 12"EDGE. UG UNDER GROUND eneral notes
}`, BEAM OR COLUMN SPAN, IFASPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF g
UNO UNLESS NOTED OTHERWISE
-- - NOT NOTED VERIFY W/ARCHITECT ONLYALLOWED WHERE TRUSS ENGINEERING SPECIFIES.
3 15.6. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED
-� PLAT] ITEMS SUCH AS PIPE SLEEVES,ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. VB VAPOR BARRIER
15.7. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. VERT VERTICAL 5/18/21
START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER VTR VENT THRU ROOF
PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301
HIp Roefs 7°*e�d5° W/ WITH
PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY WA WASHER MACHINE S H E E T
MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF. WP WATER PROOF
15.8. SEE THE DRAWINGS FOR CONCRETE COVER FOR REINFORCING STEEL, BUT IN NO CASE SHALL THE COVER BE LESS WD WOOD
THAN THAT REQUIRED BYACI318: WWF WELDED WIRE FABRIC/MESH
-CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH;3" GN -1
-1 A -CONCRETE EXPOSED TO EARTH OR WEATHER:#5 BARS AND SMALLER, 1 1/2"INCHES;#6 BARS AND LARGER,2"
15.9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL # POUND OR NUMBER
O d DETAILS.WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS,ALL CONCRETE SLABS ON GRADE SHALL BE BOUND
$ 5 BY KEYED, DOWELED OR SAW-CUT CONTROL JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 260
SQUARE FEET. POST-TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS
' / SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON-EXTRUDED PREMOLDED MATERIAL
Wa" OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751) oocusigned by:
15.10. CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS(BEAMS, COLUMNS, ELEVATED SLABS, ETC.) IF ut,�b_r
NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL. E93sFAF30F92436...
15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLYASH CONTENT. 8/19/2021
15.12. VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERTICAL
REINFORCING BARS AT CORNERS,JAMBS OF OPENINGS, BELOW BEAM BEARING,AND IN WALLS AS INDICATED ON
THE DRAWINGS.VERTICAL WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP
BOND BEAM. MIN LAP SPICES, EMBEDMENT,AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO.
-TIES/STIRRUPS TO STARTATA DISTANCE FROM SUPPORT OF 1/2 TIE SPACING pF F�
15.13. NO HOLES, CHASES, OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS �Q.(�G �.
SHALL BE MADE IN CONCRETE MEMBERS WITHOUT ARCHITECT'S APPROVAL. Gj.
� .
AR97108 :I,
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csr11'- ARG�`,<<ti
DocuSign Envelope ID:587360CB-D039-4D5A-83E6-CB31306E181E
Builders
First3ource
Builders FirstSource
1602 INDUSTRIAL PARK DR
33 00 00 PLANT CITY FL
Phone:(813)759-5922
Fax:(813)752-1532
http://www.bldr.com
General Notes:
Per ANSI/TPI 1-2007 all"Truss to Wall"
M V7 r` r, N N r` Nul N
w u7 Z connections are the responsibility of the Building
Designer,not the Truss Manufacturer.
Dimensions are Feet-Inches-Sixteenths.
61A 0 1A Trusses are to be 24"o.c.unless noted
0 otherwise(U.N.O.)
0
-Trusses are not designed to support brick U.N.O.
00 o C12A C32A oo Do not cut or modify trusses without first
6 ^ oseD o]ND 6 contacting Builders FirstSource.
c C)SA C15A o6 Immediately contact Builders FirstSource if
trusses are damaged.
Connection Notes:
A -All hangers are to be Simpson or equivalent
U.N.O.
Al Use Manufacturer's specifications for all hanger
connections U.N.O.
Z -Use 10d x 1 1/2"Nails in hanger connections to
single ply roof girder trusses.
Floor Truss Notes:
3 Shift truss as required to avoid plumbing traps.
Installation Contractor and/or Field Supervisor
4 are to verify all dimensions,trap locations,and
options prior to installation
Dimension Notes:
s Drawing not to scale.Do not scale dimensions
AS
AS
COLE CONSTRUCTION 5
SERVICES 5
A
ob 0 5 0 Cb FEKETA RES
0 0 0 0
o o 10 Lot-N/A
rn 5 M FEKETA RES
s
AS
s
s
AS
4
3
2
Al
VH7 CD
o EXP SED 0 NDRC15A 6O 6 O°D9 0D
Designed By: Lucia Farinas
Layout:2821156LYT
r` N Date:07/06/21
ID EE] uD uD uD uD uD uD ID D Revision History:
Rev1:[???]
Rev2:[???]
33-00-00 DocuSigned by: Rev3:[???]
EFfE935FAF3OE92486
V,_. I � 1_� Comments:
I ^ ... SCALE: -1'-0" SHEET
ROOF PLAN 8/19/2021 1of1