HomeMy WebLinkAboutPLANS_19R023 Travassos Accessory Structure_PERMIT_9-1-20_Digital seal Project Number:
ABBREVIATIONS: SITE WORK: MASONRY: PRE-ENGINEERED WOOD TRUSSES: 19 RO23
1. GENERAL
AB ANCHOR BOLT MATL MATERIAL 1. SOIL 1. MATERIALS A. NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS PLAN SHALL BE MADE WITHOUT THE APPROVAL OF THE
AFF ABOVE FINISHED FLOOR MAX MAXIMUM A. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND THE FINAL GRADING PLAN ACCEPTED BY THE ENGINEER OF RECORD.
ADJ ADJACENT MECH MECHANICAL AUTHORITY HAVING JURISDICTION. A. ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90,GRADE N,TYPE II. a)
B. COMPRESSIVE STRENGTH OF ALL CONCRETE MASONRY UNITS(CMU)SHALL BE 2000 PSI MINIMUM BASED ON THE NET CROSS B. ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED,SPECIFIED,AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS a
ARCH ARCHITECTURAL MIN MINIMUM B. IF THE SOILS REPORT IS NOT AVAILABLE,SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PSF. MANUFACTURER. c
BLDG BUILDING NTS NOT TO SCALE C. CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE SECTIONAL AREA.
C. MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM C270. C. TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER.
BM BEAM O.C. ON CENTER BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK. D. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH CALCULATIONS SIGNED BY A
BOT BOTTOM OPT OPTIONAL D. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL,FREE OR ORGANIC MATTER AND COMPACTED TO D. GROUTING SHALL BE AS SPECIFIED IN NOTES. o
2. EXECUTION FLORIDA REGISTERED TRUSS ENGINEER TO THE ENGINEER OF RECORD AND GENERAL CONTRACTOR FOR APPROVAL PRIOR TO a
BRG BEARING OSB ORIENTED STRAND BOARD 95%OF THE MODIFIED PROCTOR, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT. FABRICATION.
A. ALL CONCRETE MASONRY UNITS SHALL BE LAID IN FULL SETTING BED AND IN RUNNING BOND UNLESS NOTED ON DRAWINGS.
CJ CONTROL JOINT PLY PLYWOOD E. THE SOILS WITHIN 15 FEET OF THE PROPOSED BUILDING PAD SHALL BE FREE OF ANY WOOD,VEGETATION.STUMPS, E. TRUSS DESIGN AND FABRICATION SHALL COMPLY WITH TRUSS PLATE INSTITUTE(TPI).
CL CENTERLINE PSI POUNDS PER SQUARE INCH CARDBOARD,TRASH,OR OTHER DELETERIOUS MATERIAL. B. ALL EXTERIOR MASONRY WALLS SHALL HAVE 9 GAUGE"LADDER TYPE"HORIZONTAL REINFORCEMENT LOCATED EVERY 16"ON
CENTER VERTICAL.CORNERS SHALL USE PRE-FAB"L"AND"T"SECTIONS. F. TRUSS MANUFACTURER TO FOLLOW GABLE END DETAIL FOR ADDITIONAL LOADING REQUIREMENTS(AS OCCURS). C)
CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT F. WATER MANAGEMENTATTHE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE: 2. MATERIALS a
C. OVER ALL MASONRY OPENINGS AND WALLS, PROVIDE PRE-CAST LINTELS,CAST-IN-PLACE CONCRETE TIE-BEAMS,BOND
COL COLUMN PT PRESSURE TREATED a. CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 12"FROM BUILDING. A. TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES. O °u
CONC CONCRETE REINF REINFORCEMENT b. IRRIGATION/SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 16" BEAMS,OR OTHER HEADERS AS INDICATED ON DRAWINGS. _
a. LINTELS AND BOND BEAMS SHALL BE REINFORCED AND FULL GROUTED SOLID UNLESS OTHERWISE INDICATED ON B. TRUSSES SHALL BE DELIVERED TO THE PROJECT SITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BY THE S1v
COND CONDITION READ REQUIRED OF BUILDING. DRAWINGS. TRUSS MANUFACTURER. u
CONT CONTINUOUS RO ROUGH OPENING C. LANDSCAPE SHALL BE INSTALLED AT LEAST 24"AWAY FROM BUILDING PERIMETER. a. GABLE END BRACING DETAILS AND RECOMMENDATIONS °
CONST CONSTRUCTION RTU ROOFTOP UNIT G. ANY FILL BROUGHT TO THE SITE SHALL MEET PROJECT REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. b. TIE BEAMS SHALL BE REINFORCED AND POURED SOLID WITH CONCRETE In a
C. VERTICAL REINFORCING AT OPENINGS SHALL BE AS INDICATED ON DRAWINGS. b. LATERAL BRACING AND RESTRAINT DETAILS
CLG CEILING SCH SCHEDULE 2. SOIL TREATMENT D. VERTICAL FILLED CELLS SHALL MEET THE FOLLOWING: C. CONTINUOUS LATERAL BRACING(CLB) INSTALLATION REQUIREMENTS °
DBL DOUBLE SHTHG SHEATHING A. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,INCLUDING SOIL APPLIED PESTICIDES BAITING d. PIGGYBACK INSTALLATION DETAILS v
DIA DIAMETER SIM SIMILAR SYSTEMS,AND/OR PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS. a. HAVE A MINIMUM OF ONE#5 REBAR,LAPPED FOR FULL LENGTH OF FILLED CELL
b. VERTICAL REINFORCING SHALL BE LAPPED TO FOUNDATION DOWEL EMBEDDED IN FOOTING. e. CONVENTIONAL FRAMED VALLEY DETAIL
DR DOOR SMS SHEET METAL SCREWS B. BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS,ETC.SHALL BE MADE WITH PERMANENT METAL OR C. TERMINATE VERTICAL REINFORCING AT THE TOP WITH A STANDARD ACI HOOK,LAPPED TO HORIZONTAL f. TOE NAIL DETAIL FOR JACK TRUSSES a
DWG DRAWING SP SOUTHERN YELLOW PINE APPROVED PLASTIC FORMS. FORMS SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER REINFORCING IN BOND BEAM,TIE-BEAM,OR LINTEL. 9. TWO PLY CONNECTION DETAIL
EA EACH SPF SPRUCE PINE FIR INITIAL TREATMENT. d. REFER TO CONCRETE NOTES FOR GROUT AND REINFORCEMENT REQUIREMENTS. 3. EXECUTIONa
EJ EXPANSION JOINT STL STEEL C. PROVIDE VAPOR BARRIER IMMEDIATELY FOLLOWING SOIL TREATMENT. E. PROVIDE TEMPORARY BRACING FOR ALL CMU WALLS AND STEM WALLS DURING CONSTRUCTION. A. ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE BUILDING COMPONENTS SAFETY INFORMATION PUBLICATION, p a
ELECT ELECTRICAL STR STRUCTURAL D. A LICENSED PEST CONTROL COMPANY SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING DEPARTMENT AT BCSI 1-15.THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WOOD TRUSS HANDLING AND FOR PROPER Z a
FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR COMPLETION OF TREATMENT. F. PROVIDE MASONRY CONTROL JOINTS AS REQUIRED BY ACI 530.
G. IF DOWELS ARE MISPLACED OR MISSING,THE FOLLOWING REMEDIAL ACTION SHALL BE TAKEN AS APPROPRIATE: TEMPORARY AND PERMANENT BRACING.TRUSSES SHALL BE MAINTAINED IN PROPER ALIGNMENT AND SHALL NOT BE a
EQUIP EQUIPMENT SQ SQUARE E. AFTER COMPLETION OF WORK,ALL LOOSE WOOD,CONSTRUCTION DEBRIS,AND ORGANIC MATERIAL SHALL BE REMOVED a. IF THE WALL HAS NOT BEEN BUILT;DRILL A 3/4"DIAMETER HOLE 6"DEEP ATTHE CORRECT LOCATION, INSTALL A 36" STRUCTURALLY DAMAGED. O N a
FF FINISH FLOOR T&G TONGUE AND GROOVE FROM WITHIN 16"OF BUILDING PERIMETER. � a
LONG#5 REBAR WITH SIMPSON TIE"SET EPDXY".FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING B• TRUSSES ARE NOT SAFE OR STABLE UNTIL ALL SHEATHING,CONNECTORS,AND BRACING HAS BEEN INSTALLED.CONTRACTOR N L HLz
FT FOOT/FEET TOB TOP OF BEARING a
CLEANING THE HOLE AND MIXING THE EPDXY. SHALL NOT REMOVE SHORING UNTIL SYSTEM IS COMPLETE. -4 tu
GA GAUGE TYP TYPICAL C. TRUSSES SHALL BE INSTALLED AS INDICATED IN THE LAYOUT SUPPLIED BY THE TRUSS MANUFACTURER AND NOT LESS THAN - c
CONCRETE: b. IF THE WALL HAS BEEN BUILT: PRIOR TO LINTEL POUR OPEN THE WALL ATTHE CORRECT LOCATION,APPROXIMATELY
GC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTED
GYP GYPSUM VERT VERTICAL
16" HIGH AND 14"WIDE ATTHE FLOOR,DRILL AND EPDXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEEL TO 24"ON CENTER. p
D. PERMANENT 2x4 HORIZONTAL BRACING SHALL BE INSTALLED ON TOP OF THE BOTTOM CHORDS OF ALL ROOF TRUSSES WITH v
1. CONCRETE THE TIE OR BOND BEAM.FORM WALL AND POUR SOLID WITH GROUT,CONSOLIDATING AS NECESSARY. M Lu >
HGT HEIGHT W/ WITH A. ALL WORK SHALL BE MIXED, PLACED,AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318. H. CURE MASONRY SURFACES FOR 3 DAYS. SPANS GREATER THAN 10'.BRACING SHALL BE NAILED WITH (2) 10d NAILS AT EACH TRUSS AND SPACED NO MORE THAN 10' O CL
HORIZ HORIZONTAL WIC WALK IN CLOSET B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE: ON CENTER.
HB HOSE BIB WD WOOD v
AREA STRENGTH(PSI) SLUMP AGGREGATE SIZE E. FLOOR FRAMING SHALL BE PRE-ENGINEERED FLOOR TRUSSES OR MANUFACTURED LUMBER SPACED AT 24"ON CENTER
INS INSULATION WWF WELDED WIRE FABRIC SLAB 3,000 PSI(28 DAYS) 4"-6" 3/4"-2" MAXIMUM,UNLESS NOTED OTHERWISE ON DRAWINGS.
KSI KIPS PER SQUARE INCH W/O WITHOUT WOOD FRAMING COMPONENTS: F. FLOOR FRAMING SHALL BE LOCATED TO ACCOMMODATE MECHANICAL AND ELECTRICAL LAYOUT.
FOOTERS 3,000 PSI(28 DAYS) 4"-6" 3/4"-2" co a°
MAS MASONRY WDW WINDOW LUMBER
C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO L
MATERIALS m 0
PLACING ANY CONCRETE. 1. Q LIn
D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING: A. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN 0 N z °
THE DESIGN CRITERIA: ru
FASTENERS: In
a. PORTLAND CEMENT-ASTM C150 w �j L :3
1. MATERIALS 1- v
B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB OR OTHER Sheet List b. AGGREGATES:COURSE AGGREGATE:ASTM C33,LIGHTWEIGHT:ASTM C330, FINE:ASTM C33 A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN Q w
E. WATER SHALL BE FREE OF CONTAMINANTS,CLEAN AND POTABLE. ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. N o
F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER C. LUMBER 2"OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19%IN MOISTURE CONTENT AT THE TIME OF INSTALLATION ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. - cn 0 DC
AND SHALL BE STAMPED"S-DRY","K-D",OR"MC15".ALL LUMBER SHALL BE S4S. B. CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER. a
Page No Sheet Name Sheet Number THE SPECIFIED VOLUME. C. FASTENERS AND CONNECTORS USED ON UN-TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED C O L 3: 1 Z- 1 7 �
1 General Notes S0.1 G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN. D. ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE#2 GRADE OR BETTER. o
E. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF#2,OR BETTER,UNLESS NOTED OTHERWISE ON OR STAINLESS STEEL.
2. TESTING AND SAMPLING D. FASTENERS AND CONNECTORS(INCLUDING TRUSS PLATES, NAILS,BOLTS,ANCHORS,ETC.) USED IN CONTACT WITH TREATED a 2 General Notes 50.2 DRAWINGS.
A. ALL TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM REQUIREMENTS.TEST
F. INTERIOR NON-BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24"ON CENTER. n
3 Floor Plan and Elevations 51.1 REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FURTHER CONSTRUCTION. WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS: L7 a
a. WOOD TREATED WITH DOT SODIUM BORATE-MINIMUM G90 ZINC COATING
B. THREE CYLINDER TEST SAMPLES SHALL BE MADE DURING EACH DAYS SEQUENCE PER EVERY 50 YARDS.TWO SLUMP TESTS(PER 2. EXECUTION Z o
4 Foundation and Roof Framing Plans S1.2 b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE(NON-DOT)-MINIMUM G185 ZINC COATING DA. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS. _ LnASTM C143)SHALL BE PERFORMED AND RECORDED FOR EACH BATCH,ONE ATTHE BEGINNING AND ONE ATTHE END. � o
5 Electrical Layout, Calculations and Riser Diagram S2.1 B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE. C. FOR ALL OTHER TREATMENT-COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER
a. ONE CYLINDER SHALL BE BROKEN AT 7 DAYS AND ONE AT 28 DAYS.RESERVE CYLINDER WILL BE NEEDED IF SECOND d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD m O a
6 Wall Sections and Details 53.1 TEST FAILS SPECIFICATIONS. C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 4 INCHES WIDE SPACED AT 16"ON CENTER W w
MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS. e. SEE CHART BELOW FOR NAIL SIZE CONVERSION WITH CONNECTOR CHARTS. o C7 ate'
C. SUBMIT TEST RESULTS TO ENGINEER OF RECORD WITHIN FIVE DAYS OF RESULTS. W
3. GROUT D. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE TYPE DIAMETER Z N N °cL
8d COMMON 0.131" �f1 m oo w
A. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. MATERIALS OR PRESSURE TREATED. _ Cil > J M w v
10d/12 COMMON 0.148" w Z_ a
B. CONTRACTOR SHALL ADD PLASTICIZER TO GROUT MIXTURE E. DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES MINIMUM. 0 n1 a.
F. USE LEGEND BELOW FOR CONVENTIONAL FRAME AND OVER-BUILT FRAMING MEMBERS AND CONNECTIONS,SPACING BELOW 16d COMMON 0.162" N 00 = o O
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SCOPE OF WORK C. FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS. Z M oc u w Z a
2. EXECUTION w rn w a
IS 24"ON CENTER. Q In
1. NEW ACCESSORY STRUCTURE PER PLANS AND DETAILS. D. FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND AT TOP OF ALL CMU WALLS. W � > w ni
E. GROUT SHALL BE PLACED FLUSH TO THE TOP OF ALL LINTELS AND BOND BEAMS.CONSOLIDATE AND RE-CONSOLIDATE GROUT RAFTER 2x4 SYP 2x6 SYP 2x8 SYP 2x10 SYP 2x12 SYP A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND W a m J
2. RESIDENTIAL STRUCTURE IS NOT PART OF THIS SET OF ACCESSORY STRUCTURE DRAWINGS. z O = a
MAX.SPAN 5'-0" 8'-0" 12'-0" 15'-0" 19'-0" INSTALLATION. U
WITH VIBRATOR FOR FULL HEIGHT OF FILLED CELLS,BOND BEAMS,AND LINTELS. Q = v o
G. RIDGE AND VALLEY MEMBERS SHALL HAVE A NOMINAL DEPTH OF 2 INCH LARGER THAN RAFTERS AND SHALL BE TWO PLY FOR B. ALL PRE MANUFACTURED CONNECTORS SHALL HAVE NAILS/SCREWS/ANCHORS INSTALLED IN ACCORDANCE WITH THE w �n
4. REINFORCING � > v
MEMBERS LONGER THAN 16' 0". CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS,FULLY DRIVEN. Z o
A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615,GRADE 60. - O
1n U_BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING: =
B. REINFORCING SHALL BE FREE OF RUST,SCALE OR OTHER BOND REDUCING COATINGS. H. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS SHALL BE C. ALL SOLE PLATES SHALL ,n Z o
C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS
SOUTHERN PINE#2 OR BETTER,MINIMUM HEADER UNLESS NOTED OTHERWISE SHALL BE(2)2x12. a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/8" PLATE WASHERS UNLESS NOTED OTHERWISE. Ln
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I. A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND/OR BEAMS IN BEARING WALLS AS NOTED b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6"OF EACH END OR JOINT IN PLATE.
INDICATED IN THE DRAWINGS.a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3" ON DRAWINGS. C. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE c
GENERAL NOTES: J. SQUASH BLOCKS SHALL BE INSTALLED BELOW ALL COLUMNS AND BUILT UP MEMBERS(INCLUDING JACKS AND KINGS AT LENGTH.
b. CONCRETE EXPOSED TO EARTH OR WEATHER 1.5" ` a
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND-3/4" OPENINGS) BETWEEN BOTTOM OF FLOOR SHEATHING AND TOP OF WALL BELOW.SQUASH BLOCKS SHALL BE OF THE SAME d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS. a
1. DESIGN CODE D. MINIMUM LAP SPLICE(UNLESS NOTED OTHERWISE) GRADE AND SIZE OF THE MEMBER ABOVE. D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY. In
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A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE,THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN BAR SIZE MASONRY CONCRETE K. DRAFT STOPPING SHALL BE INSTALLED WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE TO ` �11 21 3� I� a`
COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS 1500 PSI 2000 PSI 3000 PSI 4000 PSI 1000 SQUARE FEET. ,� °° /V, I. a
DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES.THESE #4 24" 21" 27" 15" a. DRAFT STOPPING SHALL BE INSTALLED IN APPROXIMATELY EQUAL AREAS TO LIMIT THE CONCEALED SPACE OF A ° ° ����
DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: #5 30" 26" 21" 19" FLOOR/CEILING ASSEMBLY. ` ��o p
a. 2017 FLORIDA BUILDING CODE,SIXTH EDITION,BUILDING,FBC. #6 36" 31" 26" 22" b. DRAFT STOPPING SHALL BE OF NOT LESS THAN 1/2"GYPSUM BOARD,3/8"WOOD STRUCTURAL PANELS,3/8"TYPE 2- co o O
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b. 2017 FLORIDA BUILDING CODE,SIXTH EDITION,RESIDENTIAL,FBC R. #7 42" 46" 37" 32" co r1i
M W PARTICLE BOARD. Digitally I Iy Sig ow N Ow ��Qs o
C. 2017 FLORIDA BUILDING CODE ENERGY,FBC-E. #8 48" 53" 43" 37" C. DRAFT STOPPING SHALL BE INSTALLED PARALLELTO FLOOR FRAMING MEMBERS. Terence w°� co o ,; Q 0 Z v
d. 2017 FLORIDA MECHANICAL CODE,FBC M. E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS,BAR SUPPORTS,SPACERS,OR HANGERS AS RECOMMENDED L. FIREBLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS. by Terence ren Ce S rc`* Z aa) N
e. 2014 NATIONAL ELECTRIC CODE,NEC 2014. BY ACI DETAILING MANUAL. a. BLOCKING SHALL BE IN THE FOLLOWING LOCATIONS: y°° Ln °°C a
f. 2017 FLORIDA PLUMBING CODE, FBC-P. CONCEALED SPACED OF STUD WALLS AND PARTITIONS. Schlitt
Date: 2020.0 .8J`�°°°° °°° s N .�,
F. PLACE(1)ONE ACI STANDARD LAP SPLICE BAR,OF THE SAME SIZE AS FOUNDATION REINFORCING,LOCATED AT THE OUTSIDE s °° ° °°
g. 2017 FUEL GAS CODE, FBC-FG. BAR OF FOUNDATION CORNERS. VERTICALLY AT CEILING AND FLOOR LEVELS. G ' 4j�,
h. FLORIDA FIRE PREVENTION CODE,SIXTH EDITION,FFPC. G. WELDED WIRE MESH,IF USED,SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4,UNLESS NOTED HORIZONTALLY AND INTERVALS EXCEEDING 10 FEET. 16:3 1 :48 -04 0
i. NATIONAL FIRE PROTECTION ASSOCIATION,NFPA. OTHERWISE ON DRAWINGS. BETWEEN HORIZONTAL AND VERTICAL SPACES SUCH AS SOFFITS,DROP CEILINGS AND CO CEILINGS. ° v .a ° v
2. DESIGN CRITERIA a. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR AT OPENINGS AROUND VENTS,PIPES,CABLES,AND WIRES AT CEILINGS AND FLOOR LEVELS. -rzU o v v 1z qj a
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE(ACI)318 AND 332. SUPPORTS AT SPACING NOT TO EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WHTTHE MANUFACTURERS b. FIREBLOCKING SHALL BE: a o v ° v c z a
B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1:AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE ;TMS 2 INCH NOMINAL LUMBER,OR a •° v °
( ) SPECIFICATION. > a a o $ c 2
402. b. LAP ALL JOINTS IN WELDED WIRE MESH 12 INCHES. ONE THICKNESS OF 23/32"WOOD STRUCTURAL PANELS WITH JOINTS BACKED WITH 23/32"WOOD v c • � ° v ° v
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C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. H. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 LBS PER CUBIC YARD UNLESS NOTED OTHERWISE. STRUCTURAL PANELS,OR o =
D. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE 1/2"GYPSUM BOARD,OR i- -C3 A L a In o a a E a u o
FOLLOWING REFERENCED DOCUMENTS: OTHER APPROVED MATERIALS PER THE CODE. r-I °
1. NATIONAL DESIGN SPECIFICATIONS(NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND 5. PLACEMENT AND FINISHING L11 v
PAPER ASSOCIATION(AFPA) A. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER,LAPPED 8 SHEATHING:
2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE. 1. MATERIALS M o
B. PLACE ALL EMBEDDED ITEMS(ANCHOR BOLTS,DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING A. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-09/ANSI A 199.1.ALL SHEETS SHALL BEAR APPROPRIATE GRADING STAMP °
3. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES(ANSI:TPI-1 BY TRUSS PLATE OF APA AND SPAN RATING. }
�/CONCRETE OPERATIONS.
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INSTITUTE(TPI)) B. SHEATHING SHALL NOT EXCEED 19%MOISTURE CONTENT WHEN INSTALLED.DO NOT INSTALL VAPOR/MOISTURE BARRIERS U L.L Z a
4. GUIDE TO WOOD PRACTICE FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT. L3 O a
TRUSSES(BCSI 1:BY TPI AND WTCA) D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE. ON SHEATHING AFTER A RAIN EVENT UNTILTHE MOISTURE CONTENT DROPS BELOW 19%.C. FLOOR SHEATHING SHALL BE A MINIMUM OF 2332 24" 16 SPAN RATED STRUCTURAL SHEATHING FOR 16"ON CENTER rI�
5. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PS1-95 OR NER-108D. E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX. / / Z u O U �
6. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS. F. WATER ADDED AT SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY SPACING OR 48/24 FOR SPACING GREATER THAN 16"ON CENTER. L
3. DESIGN LOADS
REVOLUTIONS AT 8-12 RPM FOLLOWING THE ADDITION OF WATER ATTHE SITE. D. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.
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G. CONCRETE SHALL NOT BE PLACED DURING RAIN.FOLLOWING PLACEMENT OF CONCRETE,PROTECT FROM RAIN PRIOR TO E. ROOF SHEATHING SHALL BE AS NOTED IN THE ROOF SHEATHING AND ATTACHMENT SCHEDULE.
A. ROOF DEAD LOAD:
a. TOP CHORD(ROOF) 7 PSF(METAL) INITIAL SET. 2. EXECUTION Q J a
H. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED. A. SHEATHING SHALL HAVE 1/8"GAP AT ALL EDGES FOR EXPANSION AND CONTRACTION AT ALL EDGES UNLESS NOTED H a b. BOTTOM CHORD(CEILING) 10 PSF(GYPSUM) J W
I. DO NO USE CONTAMINATED, DETERIORATED,OR RETEMPERED CONCRETE. OTHERWISE. N v
B. ROOF LIVE LOAD: 20 PSF
C. DEAD LOAD FOR UPLIFT CALCULATION: 10 PSF J. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS. B. FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS GLUED AND SCREWED WITH#10 U
/ K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT. SCREWS AT 6"ON CENTER. W Q
D. ATTIC LIVE LOAD 10 PSF 20 PSF IN AREAS PER TRUSS ENGINEER �y-� v
4. STRUCTURE SPECIFICATION L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE. C. ROOF SHEATHING SHALL BE FASTENED AS SPECIFIED IN THE DRAWINGS.ADD BLOCKING AT ALL PANEL EDGES IN ZONE 3 W
(CORNERS)
M. AT SLABS GREATER THAN 20 FEET IN ANY DIRECTION .
A. BUILDING OCCUPANCY CATEGORY: II � a
a. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENING a
B. CONSTRUCTION TYPE: V-B M
C. OCCUPANCY CLASSIFICATION: R-3 b. SAWCUT JOINTS SHALL BE 1/3 THE DEPTH OF THE SLAB. rn / LJ,J
D. WIND SPEED: C. ANY SLAB EXCEEDING 20 FEET SHALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE IJ J 0. / a
a. ULTIMATE(LRFD)= 160 MPH DIRECTION. O 0 Q v
b. ALLOWABLE(ASD)- 124 MPH N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION. rrnn
0. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SPECIFICATIONS. UJ a
E. WIND EXPOSURE CATEGORY: C a
F. ENCLOSURE CLASSIFICATION: ENCLOSED P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS. Florida Product Approval List
i nos rn U]
G. INTERNAL PRESSURE COEFFICIENT: +/-0.18 Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS.
H. WIND-BORNE DEBRIS AREA: YES Building Design Pressures Product Design Pressures W W o
I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA Category-Subcategory Approval Number Manufacturer Model Number (+PSF/-PSF) (+PSF/-PSF) Q U
J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE(ASD)UNLESS NOTED OTHERWISE. Exterior Doors- Roll Up Garage FL 16107 Clopay Build. Prod. PAN-2F143 See Schedule +38/-42 > U N v
5. PROJECT REQUIREMENTS: 1 n a
A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES. Ll 1 a
B. THE CONTRACTOR AND SUB-CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF Exterior Doors-Swing FL 15037.2 ThermaTru Opaque Fiberglass Doors-Impact See Schedule +67/-67 �'�/ L
CONSTRUCTION,INCLUDING ALLSTATE,CITY AND COUNTY BUILDING,ZONING,ELECTRICAL,MECHANICAL,PLUMBING AND 0. LLj i
FIRE CODES,AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. L r U a
C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF Panel Wall -Soffits FL 13265 R3 James Hardie 1/4" Hardie Soffit -49.6 -83.0 r � �,
LU
ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. d p
D. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES,THE MEANS AND METHODS OF Roofing- Metal FL 11651.13 R2 Gulf Coast Supply 26 Ga. 5V crimp -66.0 -94.3
CONSTRUCTION,TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH <L
DRAWINGS,SPECIFICATIONS OR THE RELATED CODES. Roofing- Metal FL 17796.6 Atlantic Metal II of Vero Beach 26 Ga. 5V crimp -66.0 -108
E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS,
LOCATE DEPRESSED SLABS,SLOPES,DRAINS,OUTLETS,RECESSES,EMBEDS,SLEEVES,ETC. Roofing- Underlayment FL 12328- R8 TAM KO Roof Underlayment N/A N/A General Notes
F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING.THE GENERAL
CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS. 2
a
G. NOTES,DETAILS,AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW a N
GENERAL REQUIREMENTS THROUGHOUT."TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. PRODUCT APPROVAL NOTE:
CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. I HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND I HAVE APPROVED THEIR USE IN THIS STRUCTURE.THESE •
H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED BY CURRENT CODE PROVISIONS. o
THE ENGINEER of RECORD IN ADVANCE. HARD COPIES OF THE PRODUCT APPROVALS SHALL BE AVAILABLE ON SITE FOR INSPECTIONS. O F o
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Project Number:
DOORS AND WINDOWS: INSULATION,VENTILATION,AND FINISHES: 19RO23
1. GENERAL 1. GENERAL
A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR A. THERMAL AND SOUND INSULATING MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 720 AND FBCR
PLAN.THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE(ASD)WIND PRESSURES. B. WHERE ATTIC AREAS HAVE A VERTICAL HEIGHT MORE THAN 30 INCHES,AN ATTIC ACCESS SHALL BE PROVIDED THAT MEETS FBC y
B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310,AS APPLICABLE. R807 MEASURING 22 INCHES BY 30 INCHES MINIMUM. 0 a
C. THE INSTALLATION OF GYPSUM PRODUCTS SHALL MEET THE GYPSUM ASSOCIATIONS"APPLICATION AND FINISHING OF GYPSUM c
C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC-R 308.
PANEL PRODUCTS"GA-216 MOST RECENT EDITION.
D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.5.1. D. VENTILATED ATTIC SPACES SHALL COMPLY WITH FBCR 806. o
E. SHUTTERS(IF INSTALLED)SHALL MEET FBC R 301.2.1.2. a. THIS PROJECT SHALL HAVE 1/150 OF THE AREA OF THE VENTED SPACE OR A MINIMUM OF 8 SQUARE FEET. a
F. OPENING NOTATIONS c
2. MATERIALS ai
a. WIDTH(FEET INCHES)x HEIGHT(FEET INCHES).EXAMPLE:21068=2'-10"WIDE x 6'-8"TALL
b. TWIN OR DOUBLES: EXAMPLE(2)3050=TWO 3'-0"WIDE x 5'-0"TALL WINDOWS MULLED TOGETHER A. GYPSUM SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS PER AREA: 0
2. MATERIALS a. STRAIGHT WALLS-ONE LAYER OF 1/2"GYPSUM BOARD a
b. TYPICAL CEILINGS-1/2"GYPSUM BOARD
A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF
APPROVAL(MIAMI NOA OR FBC APPROVAL). C. CEILINGS ABOVE GARAGE WITH HABITABLE SPACE ABOVE-6/$"TYPE X GYPSUM BOARD O °
B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES,OR SHALL BE PROTECTED B. CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED
INDEX OF NOT MORE THAN 450. u °
WITH AN APPROVED IMPACT RESISTANT COVERING. C. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101 SECTION 10.2 AND FBC TABLE 803.11 WITH SMOKE (D a
C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES,WHICH SHALL REMAIN UNTIL DEVELOPED INDEX 0 450. o i
FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION. o
D. ALL FENESTRATIONS(WINDOWS, DOORS,AND GLAZED BLOCK)SHALL COMPLY WITH THE FOLLOWING U FACTORS AND a. CLASS A: FLAME SPREAD INDEX 0 25 a
S.H.G.C. (FBC-EC R402.3)OR PROVIDE A PERFORMANCE BASED ENERGY CODE(FBC E400.3). b. CLASS B: FLAME SPREAD INDEX 26 75
C. CLASS C: FLAME SPREAD INDEX 76-200 c
a. IMPACT GLAZING: U FACTOR=0.65 MAXIMUM AND S.H.G.0=0.25 MAXIMUM 3. EXECUTION o
b. NON IMPACT GLAZING: U FACTOR=0.40 MAXIMUM AND S.H.G.0=0.25 MAXIMUM A. INSTALL GYPSUM CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS OR TIGHTEN THE FASTENER SPACING BY 30 Z,
E. SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711.FLUID APPLIED MEMBRANES SHALL MEET PERCENT. a
AAMA 714.THE FLASHING SHALL EXTEND PASTTHE SURFACE OF THE EXTERIOR WALL FINISH.ALL LISTED PRODUCTS BELOW B. PRIOR TO INSTALLATION,ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN
ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS. C. GYPSUM PRODUCTS APPLIED TO WALLS SHALL HAVE A 1/4-'MINIMUM GAP AT THE FLOOR. Z a
a. LIQUID FLASHING:OSI QUAD FLASH,PROTECTOWRAP LWM200,OR TREMCO DYMONIC 100. D. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET.
3. EXECUTION
E. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/8" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE SLIGHTLY
A. PRIOR TO INSTALLATION,ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK,TWIST,AND OUT OF SQUARE. ON L� a
B. FOLLOW FMA(FENESTRATION MANUFACTURERS ASSOCIATION)GUIDELINES FOR FLASHING ALL OPENINGS. BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER,FRACTURING THE CORE,OR STRIPPING THE FRAMING MEMBER. O cn Q a
F. FASTENERS SHALL PENETRATE THE FRAMING MEMBERS BY NOT LESS THAN THE AMOUNT BELOW UNLESS NOTED OTHERWISE IN
a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT. J
b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS. FIRE RATED OR STRUCTURAL WALLS:
C. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANTTO THE BUCKS PRIOR TO ATTACHING TO THE qJ
a. NAILS ='/8"MIN. O
OPENING PER WINDOW/DOOR DETAILS. b. SCREWS=6/8" MIN.
CT1 W �
d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL. C. STAPLES=5/8"MIN. O d
e. INSTALL DOOR/WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER. G. FASTENER SPACING SHALL BE LOCATED PER THE TABLE BELOW UNLESS NOTED OTHERWISE:
CEILINGS NON-BEARING WALLS LOAD-BEARING WALLS
C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR
NAILS 7"O.C. 12"O.C. 6"O.C.
PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. o
NAILS W/ADHESIVE 12"O.C. 16"O.C. 12"O.C. a
D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. cot
SCREWS 12" 12"O.C. 6"O.C. W p
SCREWS W/ADHESIVE 16"O.C. 24"O.C. 16"O.C. Q coW
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STUCCO FINISHES: LU �j L
1. GENERAL Q Q v
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A. STUCCO SHALL MEET ASTM C926 AND ASTM C1063. N N
0 CC
B. STUCCO LATH SHALL BE 3/8"RIB GALVANIZED AND 3.5 LB/YD3. Z
C. CEMENTITIOUS FINISH SHALL BE AS NOTED BELOW: COL 3' 1 2- 1 7
a. 1/Z"THICK(FINISH)OVER MASONRY AS A TWO COAT SYSTEM o
b. 5/8"THICK(FINISH)OVER CEILING SHEATHING AS A TWO COAT SYSTEM
C. 7/,-'THICK(FINISH)OVER WALL SHEATHING AS A THREE COAT SYSTEM
D. TEXTURE STUCCO PER OWNER. Lo
2. MATERIALS Z a
A. STUCCO ACCESSORIES(WEEP SCREED,EXPANSION JOINTS,CORNERS AND TRIM)SHALL BE PVC UNLESS NOTED OTHERWISE. - L c
3. EXECUTION °
m O a
A. PRIOR TO INSTALLATION,ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN 1/8 . W w v
B. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET. W z a
C. INSTALL CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS WITH 1/8"GAP AT ALL EDGES. Ln Q1
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D. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/g" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE Z Cil 0 w z
SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER,FRACTURING THE CORE,OR STRIPPING THE FRAMING LJ N m " v
MEMBER. ■ Z M oc U � Z a
E. CEILING SCREWS SHALL BE SPACED AT 6"ON CENTER MAXIMUM.STUCCO LATH SHALL BE ATTACHED TO THE FRAMING W � > w N wIn
MEMBERS AT 6"ON CENTER MAXIMUM.SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL Q mw 0
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WOOD FRAMING MEMBERS SHALL PENETRATE NOT LESS THAN 5/8" INTO THE MEMBER WHEN THE LATH IS INSTALLED AND ■ Q v `o
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SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH.WHEN INSTALLING RIB LATH,THE SCREW SHALL PASS THROUGH, > v
BUT NOT DEFORM,THE RIB. Z O
F. CONTROL(EXPANSION AND CONTRACTION)JOINTS SHALL BE INSTALLED TO DELINEATE AREAS NOT MORE THAN 100 SQUARE � Z_
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FEET FOR ALL HORIZONTAL APPLICATIONS.THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN EITHER v
DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2 1/2 TO 1.A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING a
FRAMING OR FURRING CHANGES DIRECTION.A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN
THE BASE EXTERIOR WALL. , a
G. INSTALL A DRIP EDGE AT BOTTOM OF BEAMS OR VERTICAL OFFSETS AS REQUIRED. ` a
H. ALLOW STUCCO TO FULLY CURE PRIOR TO PRIMING AND PAINTING,OR APPLY HOT STUCCO PRIMER ACCORDING TO
MANUFACTURERS SPECIFICATIONS. +- 3� I� a`
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ELECTRICAL: oZ N N O
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1. GENERAL w oU co ° Q -
Q Oo Z+ v
A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS.THIS ELECTRICAL DESIGN IS ®2°j Z 0 N -° O® i
INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS,WHETHER SHOWN OR y°° cn °off`� a
NOT,TO BE INCLUDED.THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR
2. MATERIALSARTING INSTALLATION. s��I 4� ,�11 ;O; Q
A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL,THE MANUFACTURER'S
INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE. a u o
B. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, v v ° -°a_ v a
ANSI,U.L., ETC.AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE. °c .� v u ° o ,a n o a
C. RECEPTACLES INSTALLED ON 15-AND 20-AMPERE BRANCH CIRCUITS SHALL BE OF THE GROUNDING TYPE. a o c �° a v v u a
v a = o '° -c a v -; c
D. ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.10. $ = u • c v v ,
E. LIGHT FIXTURES WITHIN CLOTHES CLOSETS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.16. ti 16 °�' vU a °�'
F. AT LEAST ONE 20 AMP CIRCUIT SHALL BE PROVIDED FOR THE LAUNDRY AREA AND SHALL HAVE NO OTHER RECEPTACLES. a
G. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE BRANCH CIRCUITS ATTHE KITCHEN,BREAKFAST,AND DINING AREAS v
AND SHALL HAVE NO OTHER RECEPTACLES.
H. SMOKE DETECTORS SHALL BE COMBINATION CARBON MONOXIDE DETECTORS. M a
3. EXECUTION L }
A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE NEC.
B. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. LL
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C. ALL WIRING SHALL BE SO INSTALLED THAT WHEN COMPLETED,THE SYSTEM WILL BE FREE FROM SHORT CIRCUITS AND FROM
GROUNDS OTHER THAN AS REQUIRED OR PERMITTED IN NEC ARTICLE 250. Z U
D. ALL ELECTRICAL SYSTEMS,CIRCUITS,FIXTURES AND EQUIPMENT SHALL BE GROUNDED IN A MANNER COMPLYING WITH ❑ W �°c
ARTICLE 250 OF THE NEC. r, U
E. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A Q Q 1--� D
MONITORED BATTERY BACK-UP.SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THATTHE ACTIVATION OF J °
ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. J W N a
F. IF EQUIPMENT IS LOCATED IN THE ATTIC,A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY
OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED NEAR THE APPLIANCE LOCATION. u u
G. ALL 115-VOLT,SINGLE PHASE,15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE
GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONS:KITCHENS,BATHROOMS,GARAGES,SUNROOMS, W _
PORCHES,AND OUTDOORS. f1/
H. ALL CONDUCTORS CLOSER THAN 11/4"TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT \ W
LEAST 1/16" IN THICKNESS.
I. ALL 125-VOLT,SINGLE-PHASE 15&20 AMPERE BRANCH CIRCUITS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE
PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER. EXCEPTION IS A CIRCUIT SUPPLYING POWER ONLY TO AFIRE O
ALARM SYSTEM. Q
J. ALL 125-VOLT,SINGLE-PHASE 15&20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND rn Ul a
FAULT INTERRUPTER PROTECTION: BATHROOMS,GARAGES&ACCESSORY BUILDINGS,OUTDOORS,CRAWL SPACES,
UNFINISHED BASEMENTS,KITCHENS,WITHIN 6'OF A SINK,BOATHOUSES,WITHIN 6'OF A BATHTUB OR SHOWER STALL,
LAUNDRY AREAS.
K. ALL TEMPORARY WIRING INSTALLATIONS SHALL HAVE LISTED GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION.
N
L. THE LOCATION OF EACH FIXTURE, RECEPTACLE,SWITCH,APPLIANCE,ETC.,SHALL BE REVIEWED BY THE CONTRACTOR,OWNER,
AND ALL SUBCONTRACTORS TO AVOID CONFLICTS WITH CLEARANCE AND TOLERANCES PRIOR TO INSTALLATION. U
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Project Number:
19RO23
SQUARE FOOTAGE CALCS:
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GARAGE 1,200 SF a
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Door Schedule °
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Mark Size and Type (PSF Min.) o �'
1 120140 Overhead +29/-35 a
2 10080 Overhead +31/-38 v
3 3080 Swing +34/-37 a
4 10080 Overhead +31/-34
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o ACCESSORY BUILDING Sl.l 3/16"= 1'-0" Sl.l 3/16"= 1'-0" L }
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3 0F 6
Project Number:
19RO23
a�
Foundation Schedule Connector Schedule COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING p a
(PSF)
Mark WxDxL Type Reinforcement Member Type/Mark Connector Type Connectors Uplift Needed Uplift Provided Comments
0
F-1 16"x20" Monolithic (2)#5 Bars Cont. A-Strap at CMU HETA 16 (11) 10d x 1.5" 1,710 Ibs 1,810 Ibs Simpson or Equal LRFD ASD NAIL SPACING a
F-2 16"x20" Monolithic (2)#5 Bars Cont. B-Girder Truss VGT (1) 5/8"x10"Anchor Embed. &(16) 1/4"0"SIDS Screws 3,300 Ibs 4,940 Ibs Simpson or Equal ZONE 1- INTERIOR: +30/-52 +18/-32 6" O.C. U)
F-3 12"x12" Bell Footer W/Step (2)#5 Bars Cont. C-Girder Tie Down at Wood Wall HDU2 (6) 1/4"X 2 1/2"Screws, 5/8"Anchor W/8" Embed 2,155 Ibs 3,075 Ibs Simpson or Equal ZONE 2- PERIMETER: +30/-119 +18/-72 6" O.C. °
F-4 16"x20" Bell Footer W/Curb (2)#5 Bars Cont.And (1)#4 Horiz. In Curb D-Light Girder Truss (2) HETA 16's (11) 10d x 1.5" 1,800 Ibs+Lat. 1,920 Ibs Simpson or Equal ZONE 3-CORNER: +30/-170 +18/-102 4" O.C. o
F-5 811
x8" Bell Footer W/Step (1)#5 Bars Cont. E-Strap at Wood Wall H10A (18) 10d x 1.5" 900 Ibs 1,040 Ibs Simpson or Equal NOTES: EDGE DISTANCE= 3'-0" o
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F-6 24"x20" Cont. Monolithic (3)#5 bars Cont. THE EFFECTIVE AREA FOR ZONES 1 AND 2 ARE 32 SF. U
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THE EFFECTIVE AREA FOR ZONE 3 IS 9 SF. m
ROOF SHEATHING SHALL BE 15/32" MIN.
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Beam Schedule ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE
#5 Bar Vertical in Filled Cell SPACING SHALL BE THE SAME.
6' Long#5 Re-entrant Bar in middle of slab Mark Beam Beam Size Reinforcement Comment
Line of Foundation BM-1 PreCast Lintel 8F8-OT/1B See Detail All Unmarked Lintels
4„ Step Down in Slab BM-2 PreCast Lintel 8F16-1T/1B See Detail a
BM-3 SYP (2) Ply 2x10 Min. W/Plywood Fitch Over Openings As Occur (2) 2x4 Jacks a=
3'-0" Z a
BM-4 PreCast Lintel 8F16-2T/1B See Detail °
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TRUSS LAYOUT IS PROVIDED BY CHAMBERS TRUSS INC., PROJECT NUMBER 76274, DATED 9/10/2019 Framing Plans
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PROJECT NUMBER:
ELECTRICAL SYSTEM IS DESIGNED BY: 19RO23
DANIEL RICHMOND OF WHITE ELECTRIC .
z LIC NO: EC13002005
Ld 645 3RD PLACE VERO BEACH, 329624.1
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TREVASSOS RESIDENCE
PANEL 1 OF 2
30. IRRIGATION TIME CLOCK 29.
28. 27. GARAGE GF1 RECEPTACLE o
26. HALLIUTILITYIGARAGE LIGHTS 25. LAUNDRY GFI RECEPTIWASHER a
STANDARD LOAD CALCULATION 24. DEN 23. EAST GARAGE 22
FOR TREVASSOS RESIDENCE 22. MORNING RMICABANAIHALL 21. RECEPTACLE
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20. DINING RMIFOYER LIGHTS 19. a
18. DINING RMIMORNING RECEPTS 17. MICROWAVE
16. DEN 15. DRYER `r' °
General lighting 2,424 sq. ft. a@ 3VA-------- 7,272VA 14. WET BAR 13. m
Small appliance circuits 2 @ 1 ,500VA---------------- 3,OOOVA FRONT RECEPTS
12. 11, RANGE }
Laundrycircuit 1 1 500VA---------------- 500VA
C�. � � 1p, WEATHERPROOF RECEPTS �. a
Total General lighting load----------------11,772VA 8. STORAGE BUILDING 7. AIR CONDITIONER #1 GARAGE U ] o
First 3,000VA @ 100%--- ------------------------------------------- 3,000VA 6. 5. Z L9 ❑ U
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Remainder 8 772VA 35 Ia--------------------------------------- - U° 3,07011A 4. POOL PANE. AIR HANDLER #1 MAIN MAIN W r, c�
2. 1. 1 OF 2 OF 2 Q Q v Jrz
Dishwasher----------------------------------------------------- 1 ,875VA WHITE ELECTRIC _
Garbage disposal--------------------------------------------- 1 ,270VA 645 3I� PLACE, VERD BEACH, FLORIDA 32962 J ❑ "' °
Water heater--------------------------------------------------- 4,500VA 567-2642 150A W ] 0
(6) ceiling fans [7a 120VA------- ----- 720VA0 ��� � -CK7 m
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----------------------- MC B 30C KT erltra n ce _ v
Appliances total----------------------------- 8,305VA TREVASSOS RESIDENCE 30-rKT wfsupp rated 1MLfl �
Four appliances a 75%----------------------- -------- 0,274VA PANEL 2 OF 2 � T� m
----- --------- wimaio
30. 29. Lf] a
28. 27. BEVERAGE COOLER ❑ ❑
Hot Tub------------------------------------------------------------------------------------12,000VA Q
RV Building-------------------------------------------------------------------------------- 9,220VA 26. 25. WATER HEATER
24, HOT TUB 23. GARAGE GFI RECEPTACLE ❑
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Irrigation Pump--------------------------------------------------------------------------- 2,880VA 22. 21. POOL BATHROOM (2}21lD rn Cf] a
Range--------------------------------------------------------------------------------------- OOOVA 22 KW UJ 'n °
f 20. GARAGE GFI RECEPTI 19. BATHROOM #2 U W
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Heat-----------------------------------------------------------------------------------------15 OOOVA GARAGE DOOR OPENER (7)#4 AL(G) L2}*aTHHN CU �2}43THHNCU °
1}#6THHN CU (N} 1}16THHNCIJ INI N o
Dryer---------------------------------------------------------------------------------------- 5,OOOVA 18. GREAT ROOM 17. MASTER BATHROOM , U---- ----
16. MASTER BEDROOMIHALLWAY 15. KITCHEN 1n
�1}#BTEEN CU ( } I7}#BTHHNCki i 1 L l
TOTAL DEMAND VA FOR EXISTING HOME----------------- --------- 84,444VA � Q Q
14. BEDROOM #3 13, SOUTH KITCHEN GFI RECEPT 12� 2;4AL �/ LL
12. BEDROOM #2 11. WEST KITCHEN GFI RECEPT UTILITY - L.L W a
10. POWDER BATHROOM 9. REFRIGERATOR w a
8. GARBAGE DISPOSAL 7, AIR CON dITIONER#2 _
6. DISHWASHER 5.
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647444VA " 240 VOLTS - .52 AMPS
l P 4. KITCHEN ISLAND RECEPTACLES 3. AIR HANDLER #2 '.'WHITE ELECTRIC
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USE 300 AMP SERVICE
2, KITCHEN HpO1711GNIT�DR 1. E 645 3rd Place Calculations and Riser
WHITE ELECTRIC Vero Beach, FL 32983
645 3�� PLACE, VERD BEACH, FLORIDA 32962 Diagram
567-2642
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Project Number:
19RO23
12 F = FILLED WITH GROUT
METAL ROOF OVER PEEL'N STICK U = UNFILLED p a
UNDERLAYMENT OVER SHEATHING PER ROOF 5 TYP. SLOPE
FASTENING SCHEDULE a QUANTITY OF#5 FIELD ADDED
REBAR AT BOTTOM OF LINTEL 2
P.E.TRUSSES AT 24" O.C. MAX. W/ i b a. SEE TYP. WALL SECTION FOR INTERIOR
CONNECTORS PER ROOF PLAN AND FINISHES,TRIM PER OWNER o
SCHEDULE b. COAT MASONRY WITH LIQUID
2x4 PT LEDGER W/3/16" x3"TAPCONS AT 12" WATERPROOFING,THEN ADD 3 LINES OF U16-113AT
O.C. MAX. SEALANT AT MASONRY,THEN P.T. BUCK O o
2x4 AT 24" O.C. MAX. W/ 2 d C. SEALANT AT FLANGE TO BUCK NOMINAL WIDTH
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12d's AT TRUSS AND (2) 12d'S 16-0 d. /4 MAX. NON-DEGRADABLE SHIM W/ y c
TOENAILED AT LEDGER a f QUANTITY OF#5 FIELD ADDED BACKER ROD AT PERIMETER,TRIM SHIMS REBAR AT TOP OF LINTEL
h d 1/4" FROM FACE NOMINAL HEIGHT o
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®• FACE OF BUCK
#5 FIELD ADDED REBAR AT TOP PF
2'-0" (2) COURSE BOND BEAM W/#5 BAR HORIZ. °-
f. EXT. FINISH W/DRIP EDGE, LEAVE 1/4" GAP COMPOSITE U - LINTEL MIN. (1) REQD.
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CONT. IN EACH COURSE g AT WINDOW,THEN SEAL °
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3 HEAVY CONT. LINES OF SEALANT AT 1-1/2" CLEAR,TYP. z a
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h. SEALANT AT BUCK TO MASONRY N w I-
15-5/$"ACTUAL O N Q o
OPTIONAL 1" RECESSED SILL AT i. LINTEL PER PLAN/SCHEDULE SOLID GROUT,TOP TO BOT. ~ t
#5 DOWELS W/90 DEGREE ACI HOOK AT TOP OUTSWING/SLIDING DOORS j. FILLED CELL W/#5 VERT. 16" NOMINAL HEIGHT s" CD
- 8 CMU IN RUNNING BOND W/#5 VERT BAR IN GROUTED #5 FIELD ADDED REBAR AT \ �
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PLAN AND AT 6'-0" O.C. MAX. 75/8"ACTUAL ~
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PRE-CAST REINFORCING PER
z , #5 DOWEL W/A.C.I. 90° HOOK AT TOP EACH VERT. BAR NOTES: 8" NOMINAL WIDTH MANUFACTURER
1. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL. m
w 2. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES. w 0
N _J ( 3. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. 6 Masonry Bond Beam Detail Q C° w o
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2 Door Detail at CM N Q w
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FILLED CELLS PER PLAN AND AT 48" O.C. MAX. $ - z @
FOLLOW NOTES FOR HORIZ. REINF. d d
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PROVIDE ADDITIONAL#5 BARS 1'-4 o 0 0
AT THICKEND FOOTING A MIN. 2x6 PT SP W/1/4"x3"TAPCON W/ 1" STL a
1/2 CEMENTITIOUS FINISH W/ EXT.ACRYLIC — FILL BLOCK VOIDS WITH FOAM INSULATION (R-3.6) OF 12 BELOW PIPE MIN. • o
COATING o WASHER AT 6" O.C. STAGGERED `
#5 DOWELS W/90 DEGREE ACI HOOK 3 FootingPenetration Detail �,`!LU �,� a
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SLOPE GRADE AWAY FROM FOUNDATION, 4"THICK 3000 PSI CONC. SLAB W/6x6- NOTE: BOND BEAMS AND BEAMS SHALL BE SIMILAR ° ��yC°°°° �� z
COMPACT 24" OUTSIDE OF BLDG MIN. �� �,'/°°°° ° °°° ° ' ��
W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH i4 ° °° F N v
CORNER BARS TO MATCH ,���I � ,
_ REINFORCEMENT 30 BarLn
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10 MIL VISQUEEN VAPOR
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1 Masonry Wall Section Accessory Bldg. CORNER PERPENDICULAR PAD FOOTER — 0
S3.1 3/4"= 1'-0" Q 0 J "a
4 Footer Intersection Detail r—rnn J_ W
S3.1 3/4"= 1'-0" uJ
MISSED STRAP DOES NOT LINE UP WITH TRUSS W 0
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1/8"WIDE SAW-CUT SHALL BE MADE AS
ADD NEW CONNECTOR IN
SOON AS CONCRETE HAS HARDENED g W o
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SUFFICIENTLY TO PREVENT AGGREGATE a a U ^, v
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(2) HTSM20 STRAPS W/(4) 1/4" X 21/4"TITENS & (10) 10dx1.5"
IF MISSED CONNECTOR IS (2) HETA 20s, CONTRACTOR SHALL USE Wall Sections and
5 Saw Cut Detail FGTR OR VGT PER MANUFACTURER REQUIREMENTS.
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8 ) Missed Strap Detail S3 . 1 00
S3.1 1/2"= 1'-0"
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