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ALL WORK SHALL COMPLY WITH"ALL
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CODE, NATIONAL ELECTRIC CODB AND
CITY OF ZEPHYRHlLLS ORDINANCES
PENDANT MOUNTED
SCALE:
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UNDERLAYMENT
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ASPHAL T CEMEN T
, USE ONLY ENOUGH NAILS TO HOLD
UNDERLA '(MEN T IN PLACE UN T1L SHINGLES
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ROOf' UNDERLA YMENT APPLICATION
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1, ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WI TH T~~E APPUC~BLE PROVlSIONS
I OF SECTION 1507, FBC, 2001, I
l 2, FOR ROOF SLOPES 2: 12 UP TO 4: 12 UNDERLA YMENT SHALL BE A MINIMUM OF 2
LA YERS APPLIED AS FOLLOWS: I-if
SEE ABOVE. FBC 1507,.3.8.1
3, FOR ROOF SLOPES 4: 12 OR GREA TER, UNDERLA YMEN T SHAlL BE A MINIMUM OF ONE
LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS: STARTING AT THE EAVE
i UNDERLA '(MEN T SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2" / /' / /
AND FASTENED SUFFICCIENTL Y TO STAY IN PLACE UNTIL SHINGLES Ar~E LAID ~ ~
FBC 1507.3.8,2 ...... /"
4. DRIP EDGE: SHALL BE PROVIDED AT EAVES AND GABLES OF' SHINGLE ROOFS AND
OVERLAPPED A MINIMUM OF 2 INCHES, EAVE DRIP EDGES SHALL EX TEND 1/4" BELOW I _~ 1
SHEA THING AND EXTEND BACK ON THE ROOF 2 INCHES, DRIP EDGE SHALL BE L - V - - - - WI TH FULL
MECHANICALLY FASTENED A MAXIMUM OF 12" ON CENTER, FBC 1507.,3,9.3
METAL DRIP APPLlED~'~__",-: -n -lE-I; -~
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ROOf'ING APPLICATION:
1, ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE 'M TH THE APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE MANUFACTURES INST ALLA TlON INSTRUCTIONS,
'2. ASPHAL T SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF 2: 12 OR GREATER FOR ROOF SLOPES FROM 2: 12 UP TO 4: 12 DOUBLE UNDERLA YMENT APPLlCA TlON IS
REQUIRED.
3,UNLESS OTHERWISE NOTED, REOUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM 0 226 TYPE 1, OR ASTM 0 4869, TYPE 1, FBC 1507,3,3
4, SELF ADHERING BITUMEN SHEET SHALL COMPLY WI TH ASTM D 225 OR ASTM D 3462. FBC 1507.3.4
5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM 0 225 OR ASTM 0 .3462, FBC 1507.3,5
I 6, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM OF 12 GA (O,105INCH, SHANK WITH A
MINIMUM 3/8" DIAMETER HEAD OF A WHERE THE ROOF SHEATHING IS LESS THAN 1/4" THICK, THE NAILS SHALL PENENTRA TE THROUGH THE ROOFING, FBC 1507,,3,6
7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WI TH NOT LESS THAN FOUR FASTENERS PER STRIP OR TWO FASTENERS PER .INDIVIDUAL SHINGLE, UNLESS
I' OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM 0 3161 (MODIFIED TO 110MPH) OR M-DC PA 107-95
LENGTH TO PENETRA TE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4" INTO THE ROOF SHEA THING,
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TABLE 1606.2A MAIN WIND FOHCE RESISTING SYSTEM WIND LOADS
FOR A BUILDING WITH MEAN ROOF HEIGHT OF 30 FEET IN EXPOSURE B
HOI~IZON TAL LOADS
VER TICAL LOADS (PSF)
END ZONE
IN TERIOR ZONE
END ZONE
IN TERIOR ZONE
LOAD
VELOCITY
LOAD
DIREC TION
ROOF ANGLE
(DEGREES)
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20
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REVISI()N 1
DATE
04/30/D4
05/01] [4
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DESIGN CRI TERIA:
WIND DESIGN SPEED..,....,......120 MPH
ALL FRAMING MATERIALS #2 SPRUCE
HEADERS BEAMS AND COLUMNS #2 Syp,
DESIGN LOADS: LL=20NPSF/DL =15NPSF
ROOF UPLIFT ______ 15#PSF SHINGLES
25#PSF SHINGLES
2ND FLR ______ LL= 1 O#PSF /DL= 40#PSF
FOUNDA TION DESIGN BASIS: ASSUMED CAPACI TY OF
2000#PSF, CON TRAC TOR TO VERIFY THAT SITE
CONDI T10NS MEET THIS REQUIREMEN T.
THE STRUCTURAL IN TEGRI TY OF THE COMPLETED
STRUCTURE DEPENDS UPON THE INTERACTION OF
VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUA TE
BRACING, SHORING AND ANY OTHER TEMPORY SJjPPOR TS
AS REQUIRED TO SAF,EL Y COMPLETE WORK,
CAST -IN-PLACE CONCRETE
DESIGN AND CONSTRUCTION STANDARD--AMERICAN
CONCRETE INSTITUTE, ACI 318-83
NORMAL WEIGHT REINFORCED CONCRETE SHALL HAVE A
MINIMUM 28 DAY COMPRESSIVE STRENG TH AS FOLLOWS;
FOUNDATION NOTES:
TO BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL:
1. A PERMANENT SIGN WHICH IDENTIF1ES THE TERMITE TREATMENT PROV1DER AND NEED
FOR RE-INSPECTlON AND TREATMENT CONTRACT RENEWAL FBC 104,2,6
2. CONDENSATE AND ROOf DOWN SPOUTS SHALL DISCHARGE A T LEAST 12" AWAY FROM
BUILDING WALLS. FBC 1503.4.4
3, IRRIGATION/SPRINKLER SYSTEMS, INCLUDING WALL RISERS AND SPRAY HEADS SHALL
NOT BE INS TALLt:D WITHIN 1'-0" OF THE BUILDING SIDE WALLS, FBC 150,3.4.4
4, TO PROVIDE FOR INSPECTION FOR TERMITE INFESTA TlON, BETWEEN WALL COVERING
AND FINAL EARTH, GRADE SHALL NOT BE LESS THAN 6".
EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS F'INISH LESS THAN 5/8"THICK
ADHERED DIRECTLY TO THE FOUNDATION WALL FBC 1403.1.6
5, INITIAL THEA TMENT SHALL BE DONE AFTER ALL EXCA VA TION AND BACKFILL IS
COMPLE TE. FBC 1816.1,1
6. SOIL DISTURBED AFTER THE INI TlAL TREA TMEN T SHALL BE RE - TREA TED INCLUDING
SPACES BOXED OR FORMED. FBC 1816.1,2
7, BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS ECT,.
SHALL BE MADE OF PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE
OF A SIZE AND DEPTH T/--fA T Vv'lLL ELIMINATE DISTURBANCE OF SOIL AFTER THE INITIAL
TREA TMENT. FBC 1816.1.~
8, A MINIMUM OF A 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST
RAIN FALL DILUTION. IF RAIN FALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
RE-TREAfMENT IS REQUIRED. FBC 1816.1.4
9. CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
REMOVED BEFORE EXTERIOR SOIL TREATMENT. FBC 1816.1.5
10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 1'-0" OF THE STRUCTURE WALLS FBC 1816.1,6
11. AN EXTERIOR CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS
COMPLE TE. BARRIER IS APPLIED, SHALL BE RE - TREA TED, FBC 1816.1.6
12. ALL BUILDINGS ARE REQUIRED fO HAVE PRE-CONSTRUCTION TREATMENT. FBC 1816.1.7
13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A
LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED,
THE CERTlFICA TE OF COMPLIANCE SHALL STA fE "THE BUILDING HAS RECEIVED A COMPLETE
TREA TMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN
ACCORDANCE 'Mn~ THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES'. FBC 1816,1.7
14. AFTER WORK IS COMPLETED, LOOSE WOOD AND FILL MUST REMOVED FROM BELOW AND
Vv'lTHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES. TUB TRAP BOXES,
FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIALS. FBC 2303.1.3
15, NO WOOD, VEGETATION, STUMPS. CARDBOARD, TRASH, ECT" SHALL BE BURIED WITHIN
15' -0" OF ANY BUILDING OR PROPOSED BUILDING, FBC 2303,1.4
NO.
1
2
3
4
5
6
7
8
9
10
1 1
12
'-3
14
15
1 6
17
18
19
20
21
22
.
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FOOTINGS AND SLAB ON GRADE.......,2500PSI
MASONRY CELL FILL.,....,...................... 2500PSI
ALL OTHER CONCRETE............,....,.....,2500PSI
REINFORCING STEEL SHALL CONFORM TO AS TM A 185
GRADE 40
WELDED WIRE F ABRle SHALL CONFORM TO ASTM A18S
MINIMUM CONCRE TE COVER FOR REINFORCING SHALL BE
AS FOLLOWS:
FOO TlNGS,..,..,........ 3"
COLUMNS...............l/2.. FOR #5 AND SMALLER
FOR ALL 0 THER
FLOOR SLAB,........,1 1/2" FROM TOP OF SLAB
SPLICES IN REINFORCING SHALL BE AS FOLLOWS:
WELDED WIRE FABRIC......, ..8"
REINFORCING STEEL..... ",ALL BARS LAP MIN, 25"
GENERAL NOTES:
1, A FOUNDA nON SURVEY SHALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE OR ALL PROPERTY MARKERS SHALL BE EXPLOSED AND A
STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
2. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-INS MUST BE COMPLETE, AND ISPECTED AND
APPROVED BEFORE REQUESTING THE FRAME INSPECTION. FBC 105.6
3, ROOF COVERING TEST DATA CERTIFYING 'MND LOAD COMPLIANCE TO BE SUBMITTED WITH
DRAWINGS.
WINDOWS AND DOORS WINDOW/DOOR DESIGN LOAD 35#PSF
1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REOUIRED TO BE TESTED IN ACCORDANCE WITH
ANSI/AMMA/NWWDA 101/1S2 STANDARD BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE
MANUF AC TURER, PERFORMANCE CHARACTERISTICS AND APPROVAL PRODUCT TESTING EN TI TY.
2, ALL EXTERIOR WINDOWS AND DOORS SHALL BE ANCHORED PER PUBLISHED MANUFACTURERS
RECOMMENDA nONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED,
WINDOWS USING A WINDOW BUCK LESS THAN 1 1/2" THICK EX: 3/4" P. T. SHALL BE ANCHORED I
THROUGH THE JAMB AND IN TO THE SUBSTRA TE (BLOCK) A MIN, OF 1 1/2" 'NHERE THE BUCK IS
1 1/2" OR GREATER THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD c
DIRECTL Y TO THE STRUCTURE. 'MNDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB IN T
THE BUCK (1 1/2") BUCKS 1 1/2" OR MORE SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW.
3, MULLIONS AND ADJACEN T DOOR ASSEMBLIES ARE REQUIRED TO BE TES TED OR ENGINEERED TO
TRANSFER 1,5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE,
4, CONTRACTOR TO PROVIDE GARAGE DOOR ANCHOR DETAILS AND COMPLIANCE TEST DATA WITH WIND
LOAD REOUIREMEN TS OF SECTION 1606 OF FBC 2001.
MAX, HORIZON TAL WALL LOADS(PSF)
WINDWARD
OVERHANG
ZONE
-32.3
-32.3
-7.6
-32.3
-,38.4
-38.4
-9,0
-,38.4
INTERIOR
ZONE
-25.,3
-25.3
-8,7
-25,3
-30,1
-,30,1
-10.3
-30.1
16,0 -12,2 13,7 -10,1
15.0 -11,3 10,7 -87
17.0 -13.4 12.7 -103
22,0 -18.0 15.6 -13.4
19,0 -14,5 16,2 -12,1
17,0 -13.4 12,7 -10.3
ROOF
WALL
ROOF
WINDWARD LEEWARD WINDWARD LEEWARD END ZONE
ROOF ROOF ROOF ROOF
4
WALL
-16.0
-16.0
7,2
-19,1
-19,1
8.6
-19,1
-38.4
-13.1
-16,0
7,2
-16,0
-19,1
-19.1
8.6
-19.1
-10.1
-12.2
-11.3
-10,1
-12,1
-14,5
-13.4
-12,1
12,7
17,7
17.2
12,7
15,1
21,1
20.4
15,1
-5,9
-.3.9
11.8
-5,9
-7,0
-4,6
14.0
-7,0
-23,1
- 2.3,1
8..3
-23,1
- 27.4
- 27.4
9.9
-27,4
-10,0
19,2
26.6
TRANSVERSE
110
LONGI TUDINAL
.30<an9Ie 45 21,6
all angles 19.2
o - 5 22,8
20 31.6
30<angle 45 25,7
all angles 22,8
148
-10.0
-11,9
-8.3
17,6
-11.9
TRANSVERSE
120
LONGI TUDINAL
11
if
I
1E
.lE 1
15,0
-11.3 10,7
-8,7
-11,3
18,0 -15,1 13.1
BASIC WINO
SPEED
120 MPH 11
SCALE: U..
WIND ( ,T ~BY:' NGJ :
IMPOR T ANCE 11 1'.... 1
FACTOR ~.V J
1.0 ~\ il,x, ~,TE: 04/29/Q4
_BUI~~ING ~ Ji[\\, \\O~ ~~OVED BY: N. ~, ;
Lf\ TEGCRY l' . ~\ I
B I -' l~',v, I!
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I COMPONH<T$l ~ I
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AUT04:DAVID CARR l' OUSE
PLAN NOTES
I
TAPCON (TITAN SCREWS)
FBC 2405,2 THE FOLLOWING SHf\LL BE CONSIDERED SPECIFIC HAZARDOUS LOCA T10NS FOR THE
PURPOSES OF GLAZING,
1, GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PA TIO)DOOR
ASSEMBLIES,
2. GLAZING IN DOORS AND WALLS OF ENCLOSURES FOR HOT TUBS, WHIRL POOLS. SAUNAS, STEAM
ROOMS. BATH TUBS, SHOWERS AND OTHER FACILITIES WHERE SUCH GLAZING IS LOCA TED 36
INCHES OR LESS, MEASURED HORIZONTALLY. FROM A STANDING OR WALKING SURFACE WITHIN THE
ENCLOSURE AND v.-'HERE THE BOTTOM EDGE OF THE EXPOSED GLAZING IS LESS THAN 60 INCHES
MEASURED VERTICALLY ABOVE SUCH STANDING OR WALKING SURFACES,
3, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE
NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND
Vv'HOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE.
EXCEPTION GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED
POSITION IN GROUP R-3/R-2 SHALL BE SU8JECT TO 2405.2,1(4)
4. GLAZING IN AN INDIVlDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL OF THE FOLLO'MNG CONDI nON:
4.1 EXPOSED AREA OF AN INDIV1DUAL FIXED OR OPERABLE PANE GREATER THAN 9 S.F,
4.2 BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
4.3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
4.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZON TALL Y OF THE PLANE OF
GLAZING,
5. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGH T OR AREA ABOVE A WALKING
SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON-STRUCTURAL IN-FILL PANELS,
6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS
WHERE THE BO nOM EXPOSED EDGE OF THE GLAZING IS (1) LESS THAN 60 INCHES ABOVE THE
WALKING SURFACE ON THE POOL SIDE OF THE GLAZING AND (2) THE GLAZING 15 WITHIN 60
INCHES HORIZONTALLY OF THE WATERS EDGE OF A SWIMMING POOL OR SPA. THIS SHALL APPLY
TO SINGULAR GLAZING AND ALL PANES IN MUL nPLE GLAZING,
SEE FBC 2405.2 FOR PRODUCTS, MA TERtA.LS AND USES THAT AREA EXEMPT FROM THE ABOVE
HAZARDOUS LOCATIONS,
TENSION LOADS (Ibs)
fc 2000 PSI
380
SHEAR LOADS (Ibs,)
fc 2000 PSI
320
3/16"x2 1/4" TAPCON (SIMPSON TITAN SCREW)
PENE TRA TE 1 1/2" MIN, IN TO SUBSTRATE
(BLOCK, WOOD)
/"
L PRE-CAST LINTEL I
\DOOR OR WINDOW
/
li7/l
\1>< \ I~I
L~...v>
.J tt~ JAMB
1 \v7,,-,3/16"x2 1/4" TAPCON
V/ PENETRA TE 1 1/2" MIN,
/ / /J INTO BUCK
7J 12"0.C, VERT OR PER
~ DOOR MFRS SPECS
3/ 4"x1 x2
p, T. PINE
BUCK STRIPS @
HEAD. JAMBS
- -USE CON TIN. STRIPS
- - W /NO SPLICES
CAULK ALL JOIN TS
AND ALONG JOINTS
OF MASONRY BEFORE
WINDOW INSTALLA TION
~ILL
3/16"x2 1/4"
T APCON @
12"O,C. 4"MAX
FROM CORNER'
TRIM
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WINDOWS
BUCKSTRIP DETAILS
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