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(TYP)DESIGNATION END ZONE1ST FLOOR4.0 FT TABLE 1: COMPONENT ANDCLADDING DESIGN PRESSURES WIND LOADING.................................................ASCE 7-16, 3S GUST........................................ BASIC WIND SPEEDEXPOSURE CATEGORY..................................BUILDING CATEGORY.....................................ENCLOSURE CLASSIFICATION......................INTERNAL PRESSURE COEFF........................C&C DESIGN PRESSURES..............................SPECIAL FLOOR (GAME ROOM) LOADING....TOP CHORD LIVE LOAD..................................TOP CHORD DEAD LOAD................................BOTTOM CHORD LIVE LOAD...........................BOTTOM CHORD DEAD LOAD........................MAXIMUM FLOOR TRUSS SPACING...............DESIGN CRITERIA AND LOADSCode for Design LoadsANSI/ASCE 7-16 Building CodeDEFLECTION CRITERIA Florida Building and Residential Codes, 7th Edition (2020)ROOF LOADING1...............................................TOP CHORD LIVE LOAD..................................TOP CHORD DEAD LOAD................................BOTTOM CHORD LIVE LOADATTICS WITH LIMITED STORAGE...............ATTICS WITHOUT STORAGE.......................BOTTOM CHORD DEAD LOAD........................FLOOR LOADING..............................................TOP CHORD LIVE LOAD..................................TOP CHORD DEAD LOAD................................BOTTOM CHORD LIVE LOAD..........................BOTTOM CHORD DEAD LOAD........................SOFFIT MAX PRESSURE (psf)EZ - End Zone (psf)IZ - Interior Zone (psf)WINDOWS AND DOORSZONE DESIGNATION
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TABLE 5: FASTEN
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PRESSURE TREA
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B
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PRESERVATIVE
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ACZASODIUM BORATE (NOTE 1)ALL OTHER PT(INCLUDING ACQ & MCQ)STAN
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.
TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACIN
G
(
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NOTES 1, 2, 3NOTES:1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UN
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PLAN.2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT
.
3. (*) STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOC
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DOUBLED, FASTEN STUDS PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABL
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+18.24+17.36+16.31+15.50 -19.79-18.91-17.86-17.05 +18.24+17.36+16.31+15.50 -24.42-22.67-20.56-18.94+17.4-23.2+17.4-23.2END ZONE: END ZONES SHALL BE TAKENAS THE 1ST 4.0' PER FIGURE R301.2 (7)
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NOTES:1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALLABOVE SHALL NOT EXCEED 34" DEFLECTION
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WD-MTL
ROOF TRUSSES..............................................FLOOR JOIST OR TRUSS...............................LL / 240TL / 180TL MAX 1" UP TO 40' SPANLL / 480TL / 360LL / 360TL / 240 BEAMS1.............................................................GARAGE DOOR WIDTH*PRESSURE (PSF)8 FT10 FT16 FT18 FT*GARAGE DOOR HEIGHT MAY BE 6'-8" OR HIGHER +16/-20+16/-19.3+15.4/-17.8+15.3/-17.5
(
1
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2021 V1.0
1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4
B
A
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N
D
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B
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INSTALLED AT ALL REENTRANT CORNERS.5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SH
A
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B
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½
"
T
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2
"
I
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.
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE W
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RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER
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CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARIN
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ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE
S
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.
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY.
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CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLEN
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JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED
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F
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PREVENTION OF SUBTERRANEAN TERMITES.9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTR
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.
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OF RECORD IF THIS CONDITION EXISTS.10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CO
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CONTACT EOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF O
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11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DE
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I
N
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F
O
O
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N
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L
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FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETER
M
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N
A
T
E
F
R
O
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U
S
E
O
F
FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.WITH CONCRETE WORK.NOTES:1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILSSHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTMF1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERSBEFORE APPLICATION OF PROTECTIVE COATING.3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OFA WOOD DUE TO FASTENER PENETRATION, THE BORED HOLESHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER.4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERSSPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.NOTES 1, 2, 3, 4 TABLE 4: NAIL SIZE LEGENDLENGTHDIAMETER0.131"0.148"0.148"0.148"0.148"0.162"2-½"1-½"3"3-¼"3-¼"3-½"8d COMMON10d COMMON12d COMMON16d SINKER16d COMMON 10d x 1-½"0.113"2-38"RSRS-010.131"3"10d 0.131"RSRS-032-½"2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHI
T
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C
T
U
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A
L
P
L
A
N
S
S
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A
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L
B
E
DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERIN
G
S
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P
D
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A
W
I
N
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S
SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF REC
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A
P
P
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A
L
P
R
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FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRA
C
I
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S
H
A
L
L
B
E
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E
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS C
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E
.
3. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACI
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NAMING CONVENTION OF THE LAYOUT SHOWN HERE.4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFIC
A
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N
S
A
N
D
S
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B
M
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UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSI
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OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON
T
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6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS
S
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B
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SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLA
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E
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,
MAY BE DISREGARDED.THIS SHEET.TABLE 2: WOOD STRUCTURAL PANEL SHEATHING
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E
M
E
N
T
S
NOTES 3,41. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR B
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)
" OSB OR PLYWOOD 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES).MIN 716INSTALLED VERTICAL OR HORIZO
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8
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:
3
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O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD"SW" DESIGNATED SHEAR WALLS:(NOTE 8)MIN 1532" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LON
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D
I
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N
S
I
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PERPENDICULAR TO SUPPORTS W/ RSRS-03 NAILS: 4" O.C. A
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6" O.C. IN THE FIELD2332" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.C AT PAN
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,
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2
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.
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COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD O
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TILE AND METAL ROOF(NOTE 7)SHINGLE ROOFFLOOR DECK SHEATHING:(NOTE 5)ROOF DECKSHEATHING(NOTE 1 & 9)TYPICAL EXTERIORWALL SHEATHING(NOTE 2)PORCH CEILING BOARD SHEATHING:ALL OTHER VENEER STUCCO AND DIRECTLYADHERED STONE(NOTE 6)MIN 1532" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED V
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(
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INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANE
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.
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FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED
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.
MIN 716" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WI
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I
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PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. A
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,
6" O.C. IN THE FIELD.MIN 716 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VE
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W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORI
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)
;
6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZO
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(NOTE 8)
1
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CEILING BOARD, FASTEN w/ 5d x 158" COOLER NAIL OR NO.6 x
1
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)
,
NOTES:1. FOR SHEATHING THICKNESS GREATER THAN 1532" CATEGORY, USE RSR-03 NAILS.2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICA
T
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A
N
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CURRENT APPROVED APA.MANF. SPECIFICATIONS.5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR P
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REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED.6. 1532" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDAT
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BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUIL
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STRUCTURAL REQUIREMENTS ARE 716" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICA
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SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.7. 1532" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMM
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8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HO
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BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5' IN LENGTH.9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDAN
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