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A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY 10 VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
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REVISIONS
DATE:
11 /'25/2015
SCALE: AS NOTED
DRAWN:
TAB
APPROVED:
TAB
JOB NO:
15107
SHEET
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4" IHIUK NUM.) UUNC:f NIL SLAIJ w/b--Xb"-W1.4xW1.4
WELDED WIRE MESH w/SUPPORTS 0 3'-O" O.C. (OR
OPTIONAL FIBERMESH REINFORCEMENT w/ 2" FIBERS,
0.75-1.5 LBS./CU. YARD) ON 6 MIL. VISgUEEN VAPOR
BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL.
SAWCUT CONTROL JOINTS 0 12' O.C. EACH DIRECTION
WITHIN 24 HOURS OF POUR UNLESS NOTED OTHERWISE.
WALL. BETWEEN PORCH & RESIDENCE TO BE FINISHED
AS EXTERIOR WALL: SIDING OVER FELT OVER PLYWOOD.
USE EXTERIOR DOOR (NOT SHOWN).
HARDIBOARD PANELS IPREFERRED ON
INTERIOR,
TILE BY BUILDER OVER EXISTING FLOOR SYSTEM.
BUILD UP FLOOR SURFACE & SLOPE TO DRAIN TO
EXTERIOR BY BUILDER.
.______-_._----.___-_____
4" LANDING SLAB w/16"w x 8"d THICKENED
EDGE BETWEEN RAIL POSTS & UNDER
2 STRINGERS w/(2)-#5 REBAR.
Ln
UCTURE TO REMAIN
ELEV: 0' 8"
IOF WALL
.----EXISTING (2)-2"x TOP PLATE TO REMAIN
2"x STUDS 0 16" O.C. TO REMAIN EXCEPT WHERE
(2)--2%8" SYP HEADER w/)2" PLYWOOD FLITCH PLATE.
FRAME OPENINGS PER DETAIL.
WHERE SHEATHING IS TO BE
REPLACED, USE %" OSB OR
1%2" CDX w/8d 0 4" O.C.
EDGES, 8" O.C. FIELD,
COVER w/15# FELT & SIDING 'TO
2"x6" PT JOISTS @ 16" O.C. w/H3
> w/(8)-8dx1)� TO BEAMS BELOW.
2)-2"x8" PT w/(2)-%"O
HROUGH BOLTS 'TO POST.
2%6" PT RAIL TOP w/10d TO RAIL
FRONT 0 12" O.C, (4)-#9x3" SCREWS TO
POSTS
2"x4" PT RAIL FRONT w/(4)-#9x3"
SCREWS TO POSTS
2"x4" PT RAIL BOTTOM w/(4)-#9x3"
SCREWS TO POSTS
2"x2" OR SIMILAR RAIL STILES SPACED SO AS NOT TO ADMIT
A 4" SPHERE w/(2)-#9x3" SCREWS TOP & BOTTOM
4"5c4" PT POSTS
GUARDRAIL. TO 36" ABOVE DECK &
TREAD NOSINGS,
HANDRAIL 0 STEPS 36" ABOVE TREAD
NOSINGS.
o \ I 5/4 OR 2"x DECKING w/(2)--#9x3"
SCREWS TO JOISTS BELOW.
2"x PT TREADS & RISERS w/(2)-#9x3" SCREWS TO
EACH STRINGER.
11" 2%4" PT CLEAT w/ Y4"x2%" TAPCONS 0
�I 16" O.C.
4" CONCRETE LANDING
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16"
(2)x xCONCRETE #5 REBARTHROU
_GH POST
_ PLACEMENT,OOTE
TYPICAL- WALL SECTION INTEREFERS w/POST PLACEMENT OR F OOTER
SCALE: 3 4 Y 1 -0BOTH MAY BE OFFSET JUST 'TO CLEAR EX. TOOTER.
HEADER DETAL
NOT TO SCALE
CORNER DE TA`,L-
NOT TO SCALE
E
2% CRIPPLE STUDS OVER HEADER 0 16"
O.C.
(2)--2"x8" MIN SYP HEADER w/Y2"
PLYWOOD FLITCH PLATE
FASTEN HEADER TO STUDS w/LSTA 18
w/(14)--10d
(1)--2"x JACK STUD & (2)-2"x KING
STUDS 0 SIDES OF OPENING
FASTEN OPENING STUDS TO STEMWALL
v� LTT20B w/(10)-10d & Y2"O THREADED
RO RILLED & EPDXIED 5" INTO
STEM LL CELL POURED SOLID
w NCRETE,
LT NATE: MSTAM 24 w/(9)-10d &
-y4"x2Y4" TAPCONS
EXISTING FLOOR S
EXIS
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(2)--LSTA 12 w/'(10)-10d
(3)--2"x CORNER STUDS
SYSTEM
FASTEN OPENING STUDS TO STEMWALL
w/LTT20B w/(10)-10d & Yz"O
THREADED ROD DRILLED & EPDXIED 5'
INTO STEMWALL CELL. POURED SOLID
w/CONCRETE.
ALTERNATE: MSTAM 24 w/(9)-10d &
(5)--Y4"x2Y4" TAPCONS
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REVISIONS
DATE:
11 /25/2015
SCALE: AS NOTED
DRAWN:
TAB
APPROVED:
TAB
JOB NO:
15107
SHEET
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STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA
GENERAL NOTES WINDOW & DOOR INSTALLATION NOTES CODES: FBCR 2014 FLORIDA BUILDING CODE, RESIDENTIAL
1. WINDOW INSTALLATION IS THE RESPONSIBILITY OF THE BUILDER /CONTRACTOR As PER ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
1. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND THE PARTICULAR WINDOW MANUF ACTURER'S DESIGN REQUIREMENTS & THE FBC. ACI 318-11 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
CONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF DISCREPANCIES 2. EACH WINDOW AND DOOR MUST BE RATED BY THE MANUFACTURER TO WITHSTAND ACI 530-11 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
BETWEEN THE ACTUAL CONDITlONS AND INFORMATION SHOWN ON THE DRAWINGS THE PRESSURES SHOWN IN THE COMPONENT & CLADDING DESIGN PRESSURES TABLE, AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
BEFORE PROCEEDING WITH THE WORK. BASED ON THE AREA OF THE COMPONENT. NFPA70-11 NATIONAL ELECTRICAL CODE
2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT' THE 3. ANY 2"'x BUCK FOR DOOR ATTACHMENT TO CMU OR CONCRETE WALLS SHOULD USE CONSTRUCTION TYPE: VB
COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE 'THE METHODS 1/4" x 2 3/4" TAPCONS 4" MIN FROM ENDS & EDGES AND 0 24" O.C. TO WALL. &
OF CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL. HEADER. CONCRETE ALL CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKMEN, OR OTHER 4. THE BUILDER MUST PROVIDE ENGINEERED MATERIAL & INSTALLATION DETALS FROM STRENGTH @ PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY 3000 PSI
PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE TEH MANUFACTURER OF THE DOORS, WINDOWS, & GARAGE DOORS LISTING THE WIND 28 DAYS: (DO NOT USE FOR CONCRETE COLUMNS OR BEAMS)
LIMITED TO BRACING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PRESSURE AS TESTED FOR EACH COMPONENT. THIS IS TO BE PROVIDED ON SITE IN
PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES. THE INSPEC11ON BOX PRIOR TO 'THE FRAMING INSPECTION FOR FRAME CONSTRUCTION CONCRETE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185
3. *THE CONTRACTOR SHALL PROVIDE TEMPORARY EREC11ON BRACING AND SHORING OR LINTEL INSPECTION FOR CMU OR CONCRETE CONSTRUCTION. REINFORCING: ALL REINFORCING BARS, STIRRUPS & TIES U.N.O. ASTM A-615-40 40KSI (GRADE 40)
OF ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STAE31LITY OF THE 5. WINDOWS WHERE THE BOTTOM OF THE CLEAR OPENING EXCEEDS 72" FROM THE CONCRETE STANDARD WEIGHT UNITS, Fm = 1500 PSI MIN ASTM C-90 OR C-129
STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL ADJACENT EXTERIOR GRADE OR FLOOR MUST HAVE A SILL 24" OR HIGHER ABOVE MASONRY MORTAR TYPE "M" OR "S" 1800 PSI MIN
IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH, IN HIS OPINION, THE INTERIOR FLOOR, OR MUST HAVE A WINDOW GUARD COMPLYING WITH ASTM UNITS: CONCRETE GROUT
MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE F-2006 OR F-2090. 3000 PSI MIN
4. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION
OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS.
5. SUBMIT WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ANY PROPOSED
CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING,
CUTTING, NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT
PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. WOOD FRAMING: BEAMS, RAFTERS, JOISTS, ETC. NO. 2 SOUTHERN YELLOW PINE (SYP) (19% M.C.) U.N.O.
ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, AND STUDS AND PLATES: NO. 2 SOUTHERN YELLOW PINE (SYP) (19% M.C.) U.N.0,
CORREC11ON THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR. PLATES IN CONTACT WITH CONCRETE OR MASONRY NO.3 P.T. SOUTHERN YELLOW PINE (SYP)
6. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN ROOF DECK: 5/8" RATED SHEATHING, C-D, EXPOSURE 1, 40/20 SPAN RATED PLYWOOD,
SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. WALL SHEATHING: 1/2" RATED SHEATHING, C-D, EXPOSURE 1, 40/20 SPAN RATED PLYWOOD U.N.O.
LVL BEAM Fb = 2800 PSI MIN UNLESS NOTED OTHERWISE.
SITE PREPARATION
1. THE AREA WITHIN THE FOUNDATION WALLS SHALL HAVE ALL VEGETATION,
TOP SOIL AND FOREIGN MATERIAL REMOVED.
2. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX, DRY DENSITY
EGRESS REQUIREMENTS
1, BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL UPLIFT DESIGN PRESSURE CALCULATED PER FBC AND ASCE 7.
HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING MAXIMUM DEAD LOAD DEDUCTION FROM CALCULATED VALUES TO BE
CAST IN PLACE CONCRETE WITH THE FOLLOWING REQUIREMENTS: LIMITED TO 5 PSF TO ACHIEVE NET UPLIFT VALUES. SEE DRAWINGS
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS SHOWN IN THE MAX SILL HEIGHT' 44" FOR SPECIAL CONCENTRATED LOADS.
DESIGN CRITERIA, A SLUMP OF 6" ±1", 27.-5% AIR ENTRAINMENT AND A MAXIMUM MINIMUM CLEAR OPENING AREA: 5.7 SQ FT. (5.0 SO FT ON GRADE FLOOR)
WATER/CEMENT RATIO OF 0.63, MINIMUM CLEAR OPENING HEIGHT. 24" SOIL BEARING DESIGN ALLOWABLE SOIL BEARING CAPACITY: 2000 PSF
2. ALL REINFORCING STEEL SHALL BE NEW, DOMESTIC, DEFORMED BILLET STEEL. FREE MINIMUM CLEAR OPENING WIDTH: 20" VALUE: IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THIS CAPACITY,
FROM RUST, SCALE & OIL AND CONFORM WITH THE DESIGN CRITERIA UNLESS NOTED 2. ENCLOSED, ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE ALL SURFACES THE GENERAL CONTRACTOR SHALL CONTACT' THE ENGINEER PRIOR TO
OTHERWISE. PROTECTED ON THE ENCLOSED SIDE WITH MIN 1/2" GYPSUM BOARD. FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
3. WELDED WIRE FABRIC SHALL CONFORM TO DESIGN CRITERIA & SHALL BE LAPPED AT
LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE LAP.
4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS.
HOOKS SHALL BE 20 BAR DIAMETERS IN LENGTH FOR GRADE 40 REINFORCEMENT OR
30 BAR DIAMETERS FOR GRADE 60 REINFORCEMENT.
5. HORIZONTAL FOOTING BARS SHALL BE BENT 20 BAR DIAMETERS AROUND CORNERS
FOR GRADE 40 REINFORCEMENT OR 30 BAR DIAMETERS FOR GRADE 60
REINFORCEMENT OR CORNER BARS SHALL BE UTILIZED WITH A 40 BAR DIAMETER LAP
FOR GRADE 40 REINFORCEMENT OR 60 BAR DIAMETER LAP FOR GRADE 60
REINFORCEMENT TO EACH SIDE.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 40 BAR DIAMETERS FOR
GRADE 40 REINFORCEMENT OR 60 BAR DIAMETERS FOR GRADE 60 REINFORCMENT UPLIFT CONNECTORS
UNLESS NOTED OTHERWISE.
7. REINFORCEMENT FOR FOOTERS SHALL BE SUPPORTED ON PRECAST CONCRETE PADS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS
OR CHAIRS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON BUILDING DATA
STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES.
ADDITIONAL CROSS -REINFORCING TIED TO F001ING REINFORCING. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
8. MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL. BE AS FOLLOWS: TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD ULTIMATE DESIGN WIND SPEED, Vult: 140 M.P.H., 3 SEC. GUST
8.1. COVER TO SOIL: Sl NOT' NEED TO HAVE CONNECTORS APPLIED, PLEASE CONSULT BASIC DESIGN WIND SPEED, Vasd: 108 M.P.H. ENCLOSURE CATEGORY: PARTIALLY ENCLOSED
82 COVER TO AIR, EXTERIOR: 1�" THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. EXPOSURE CATEGORY-. B INTERNAL PRESSURE COEFFICIENT: +/- 0.55
8.3. COVER TO AIR, INTERIOR: 1V (BEAMS & COLUMNS) BUILDING USE CATEGORY: 11 ROOF PITCH: 1.6:12 - 6.1:12 (7�-27)
8.4. COVER TO AIR, INTERIOR: Y4" (EXCEPT BEAMS & COLUMNS) SHEARWALLS IMPORTANCE FACTOR = 1.0
9. WHERE A RESIDENTIAL PROJECT IS LOCATED IN A KNOWN RADON -PREVALENT AREA, LOW-RISE BUILDING w/MEAN ROOF HEIGHT, h < 60 FT.
FBC-RESIDENTIAL APPENDIX F IS TO BE' IMPLEMENTED. MINIMUM CONCRETE STRENGTH 1. THE FOLLOWING TYPES OF' WALL SEGMENTS BETWEEN OPENINGS ARE TO EDGE DISTANCE, a: 6'-0" OR LESS NO TOPOGRAPHIC EFFECTS
FOR ANY APPLICATION IS TO BE 3000 PSI. BE CONSIDERED SHEAR WALLS: NOTE: THIS IS NOT A WIND-BORNE DEBRIS AREA.
1.1. ALL MASONRY WALL SEGMENTS WITH FILLED CELLS AT BOTH
1.2 ALL CONCRETE OR ICF WALL SEGMENTS WITH VERTICAL REBAR AT
WOOD CONSTRUCTION BOTH ENDS. THESE STRUCTRUAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE FOR
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 1.3 ALL FRAME WALL SEGMENTS SHEATHED WITH STRUCTURALLY- THE WIND PRESSURES CALCULATED VIA ASCE-7 FOR THE WIND VELOCITY AS GIVEN ABOVE.
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. RATED PLYWOOD PER PLAN WITH BOTH ENDS OF THE SEGMENT ANCHORED
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND TO THE FOUNDATION. THIS DRAWING AND DESIGN IS VALID FOR PERMITTING FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED, OR UNTIL A
MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR CABLE 2. THIS PLAN MEETS OR EXCEEDS SHEARWALL REQUIREMENTS. CODE CHANGE TAKES AFFECT.
END BRACING ) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 3. OPENINGS WHICH 00 NOT EXCEED 144 SQ, INCHES AND DO NOTHAVEANY
GRADE SHALL BE USED REGARDLESS OF SPECIES. DIMENSION GREATER THAN 12" MAY BE CONSIDERED TO OCCUR WITHIN
3. WOOD JOISTS OVER A CRAWL SPACE WITHIN 18" OF GRADE, ALL WOOD IN A WALL SEGMENT, RATHER THAN BETWEEN SEGMENTS.
CONTACT WITH CONCRETE OR MASONRY, AND EXTERIOR WOOD SIDING CORROSION PROTECTION
AND FRAMING WITHIN 6" OF GRADE ARE TO BE PRESSURE -TREATED. 1. ALL METAL FASTENERS ANCHORS, STRAPS, HANGERS AND CLIPS FOR TOP PLATE SPLICES COMPONENT & CLADDING DESIGIN PRESSURE
4. FIELD CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESSURE PRESSURE-PRESERVA"nVE- AND FIRE- R ETARDANT- TREATED WOOD SHALL 1. THE TOP PLATE OF ALL FRAME SHEAR AND FRAME EXTERIOR WALLS IS TO (PRESSURES IN PSF)
PRESERVATIVELY TREATED WOOD SHALL BE RETREATED IN THE FIELD IN BE OF HOT -DIPPED GALVANIZED STEEL OR TYPE 304 OR 316 STAINLESS
ACCORDANCE WITH AWPA M4, STEEL. BE SPLICED WITH A MINIMUM 48" LAP wA2) - ROWS 10d 0 4" O.C. ---
FRAMING INSPECTION 2. IN AREAS SUBJECT TO INCREASED CORROSION, SUCH AS EXPOSURE TO STAGGERED TRIBUTARY AREA (FT 10 20 50 100
OCEAN SALT AIR, CHEMICAL FUMES OR FERTILIZERS, ALL METAL ANCHORS, 2. THE 'TOP PLATE OF ALL BEARING -ONLY FRAME WALLS (NOT SUBJECT' TO
ALL PLUMBING, ELECTRICAL, AND MECHANICAL ETC. MUST BE OF STAINLESS STEEL. SHEAR) IS TO BE SPLICED WITH A MINIMUM LAP OF 24" w/lOd 0 4" O.C. ZONE 1 16.0/-23.5 16.0/-22.8 16.0/--21.8 16.0/--21.3
ROUGH -INS MUST BE COMPLETE, INSPECTED 3. WHERE WOOD TREATMENT CHEMICALS' OF INCREASED CONCENTRATION STAGGERED.
AND APPROVED BEFORE REQUESTING FRAMING OR CONTAINING AMMONIA ARE USED, Ho"r-DIP GALVANIZATION WILL. LIKELY 3. THE TOP PLATE- OF NON -BEARING, NON -SHEAR FRAME WALLS IS TO BE ZONE 2
NOTES 1-0 BUILDER/CON TRACTOR: INSPECTIION. PROVIDE INSUFFICIENT CORROSION PROTECTION, NECESSITATING THE SPLICED WITH A MINIMUM 24" LAP w/lOd 0 4" O.C. STAGGERE-D. 16.0/-40.9 16.0/-37.6 16.0/-33.3 16.0/-30.0
1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS "SHINERS" USE OF STAINLESS STEEL. IN ALL CASES, FOLLOW THE RECOMMENDATIONS ZONE 3 16.0/-60.5 16.0/-56.1 16.0/-51.3 16.0/-47.4
OF THE TREATED WOOD SUPPLIER.
SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE "SHINERS" ARE NAILS INTENDED TO FASTEN ROOF OR WALL SHEATHING THAI' 2. FASTENERS FOR HDO ANCHORS, ETC. MUST ALSO BE HDG. ZONE 4 17.7/-27.8 16.7/-26.8 16.1/-24.6
OF DRAWINGS. MISS THE FRAMING MEMBER BEHIND THE' SHEATHING. SHINERS TEND TO BACK 3. FASTENERS FOR STAINLESS STEEL ANCHORS, ETC. MUST ALSO BE 16.0/-24.1
2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING OUT OVER TIME, POKING HOLES THROUGH ROOF AND WALL. CLADDING. THIS STAINLESS STEEL.
FOOTINGS PRIOR TO FOUNDATION POUR. CAUSES LEAKS, THEREFORE, ALL SHINERS ARE TO BE REMOVED. ZONE 5 17.7/-34.4 16.7/-32.2 16.1/-28.9 (DDE 16.0/-27.1
3. THESE PLANS WERE ASSEMBLED WIlH THE INTENT THAT ANY IF A SHINER REMAINS AFTER INSTALLATION OF ROOF OR WALL
IT MAY
' CLADDING, - PS O
rLnbom xE8SVM8BLY EXPERIENCED IN CONSTRUCTION WILL HL BE BENT OVER TO PREVENT IT FROM BACKING OUT, BUT CARE MUST BETAKENTO BUILD THE STRUCTURE SHOWN ON THESE PAGES. NOT TO DRIVE IT OUT AND DAMAGE THE CLADDING WHILE BENDING IT OVER. BUILDING
[KY[LO[[1. WHERE WATER BASED TEXTURE MATERIAL IS TO BE APPLIED D TO THE CEILING
H0WEVER' THESE PLANS ARE NOT T� BE CONSIDERED A 1' WHERE STUCCO IS APPLIED OVER WOOD CONSTRUCTION' A BOND BREAK WITH 24"[C' FRAMING, 5/8"gYPSUW BOARD OR 1/2
"SAG-RES|STANT 8Yp3UW
COMPLETE CONSTRUCTION INSTRUCTION MANUAL NOR A F[[YAJ[A/7[[D LlY�\k[]7S MUST BE INSTALLED BETWEEN THE STUCCO AND THE VAPOR BARRIER. THIS BOARD |ST0BEUSED.
COMPLETE TREATISE ON THE APPLICABLE CODES. COULD CONSIST OF TWO LAYERS 0F5 FELT OR ONE LAYER OF 15'' �FELT
4. READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING ALL pREWANUFACTURED COMPONENTS SUCH AS WINDOWS, DOORS, °� '`
' ' OVER AN APPROVED PLASTIC HOUSEWRAP 'CONSTRUCTION. MANY DETAILS REQUIRE A DEVIATION FROM SIDING MATERIALS AND ROOFING MATERIALS ARE TO BE INSTALLED PER �' CORROSION -RESISTIVE FLASHING IS TO BE INSTALLED TO PREVENT ENTRYSTANDARD BUILDING PRACTICES SUCH AS REDUCED STUD THE APPLICABLE CODES AND PER THE MANUFACTURERS' INSTALLATION
OF WATER INTO THE WALL CAVITY DR STRUCTURAL COMPONENTS. |T SHALL SPACING, SPECIFIC LUMBER SPEC|ES, OR A PARTICULAR INSTRUCTIONS, A COPY OF WHICH MUST BE PROVIDED ON SITE. EXTEND TO THE EXTERIOR SURFACE OF THE WALL FINISH AND MUST BE
4
|
ORDER- OF- ASSEMBLY. THESE THINGS ARE MUCH EASIER TO INSTALLED TO PREVENT WATER FROM REOPENINGS ENTERING BUILDING ENVELOPE ~--�v
N | CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER | N | FLASHING 'D AT TOPS '
2
3
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THEY ARE ALREADY IN PLACE.
5. IF' AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A
UNDER SILLS & COPINGS, OVER WOOD TRIM & LEDGERS, WALL & ROOF
_� 111 - ONES CABLE ROOF ZON�S HIP ROOF ZONES
NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE
3. IN ORDER TO BE CONSIDERED WEATHER- RESISTIVE, EXTERIOR FINISHES
1. FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE, THE PRESSURES MAY BE INTERPOLATED.
CONTACTED AND RECEIVED CLARIFICATION FROM ENGINEER
OF RECORD.
MUST ACHIEVE A MINIMUM APPROVED THICKNESS AS SET FORTH IN
IN L.IEU OF INTERPOLATION, USE THE PRESSURES ASSOCIATED WITH THE NEXT SMALLER EFFECTIVE ARFA,
THE_ FLORIDA BUILDING CODE
2. POSITIVE VALUES SIGNIFY PRESSURES ACTING TOWARD BUILDING SURFACES, AND NEGATIVE VALUES SIGNIFY
PRESSURES ACTING AWAY F130M THE BUILDING SURFACES.
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REVISIONS
11/25/2015
SCALE: AS NOTED
COD
TAB
APPROVED: TAB
F-01
JOB NO:
15107
SHEET
S=2
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