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<br />
<br />I PAG~ 7J
<br />
<br />STANDARD NOTES
<br />
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE
<br />FLORIDA BUILDING CODE 2001.
<br />
<br />PLUMBING
<br />
<br />STANDARD DETAILS
<br />
<br />ENGINEER'S NOTES:
<br />
<br />THE BASIC DESIGN WIND SPEED -110 MPU (3 SECOND GUST)
<br />THE IMPORTANCE FACTOR -1.0
<br />THE EXPOSURE CATEGORY - B
<br />THE INTERNAL PRESSURE COEFFICIENT" +/. 0.18
<br />
<br />NOTE: THE MANUFACTURER OF THE WINDOWS AND DOORS ARE
<br />TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED
<br />DESIGN WIND PRESSURE RESULTING FROM THE 110 MPH
<br />WIND SPEED AND SUPPLY THE CONTRACTOR WITH ENGINEERED
<br />DRAWINGS FOR THE WINDOW AND DOOR INSTALLATION. THESE
<br />DRAWINGS ARE REQUIRED TO BE ON THE JOBSITE AT THE TIME
<br />OF INSTALLATION.
<br />
<br />ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED
<br />BY THE PLUMBING CONTRACTOR. THE PLUMBING CODE REQUIRES
<br />THAT AT LJ;:AST ONE 3" VENT STACK PIPE WILL BE VENTED THROUGH
<br />THE ROOF.
<br />
<br />FOUNDATION NOTES
<br />
<br />1/2" COX OR OSB SHEATHING NAILED WITH ad COMMON
<br />NAILS 6" OC IN ALL AREAS EXCEPT IN THE AREA 8' IN
<br />ON EACH GABLE TO BE NAlLED 3" OC.
<br />
<br />THE CONTRACTOR WILL NEED TO VERIFY THE ROUGH
<br />OPENING SIZES OF ALL DOORS AND WINDOWS BEFORE
<br />THE CONSTRUCTION OF ANY AND ALL WALLS.
<br />
<br />ALL CRAWL SPACES WILL HAVE AT LEAST (1 SF OF OPENING
<br />FOR EVERY 1~O SF) OF CRAWL SPACE. THE OPENINGS SHALL
<br />BE ARRANGED TO PROVIDE CROSS VENTILATION AND COVERED
<br />WITH CORROSION RESISTANT WIRE MESH.
<br />
<br />8'.0"
<br />RIDGE VENT PER SEC. 2309.7 r tfAIDN<f3"lJC =>1 GABLE TRUSS BRACING
<br />5EE CHART THIS PAGE
<br />2X4 DIAGONAL BRACING (Q) 48"OC NAILED WITH (2) 12 NAil ~''..'" f OOF T USSES ~
<br />AT THE TOP CHORD OF nn: TRUSS ~HE BOTTOM C'" ORD ( F ",: , ~ 12" MAX OVERHANG WITHOUT
<br />THE TRUSS AND INTO THE STRINGE :"''..'..'..'..'..6 ____ THE uSE OF DROP GABLES
<br />2X4 STRINGER 48' 0 C NAILED WITH . ''..'..'' ~~IL GABLE TrtUSS BOTTOM CHORD TO LEDGER
<br />(2) 12d COMMONS IN EACH TRUSS ','.. , /' WITH 12d COMMONS 8" OC
<br />THE STRINGER IS TO BE CONTINUOUS '<:'..',-, ../
<br />THE ENTIRE LENGTH OF THE BUILDING----. ---------. ---------. .---------. ---------. -____~.x ,
<br />IN UEU OF STRUCTURAL CEILING PANEtlj. :~ ...- NAIL LEDGER TO TOP PLATE OF EXT WALL
<br />, EXT WALL WITH 12d COMMON NAILS 8" OC
<br />2X4 BLOCKING BETWEEN TRUSSE 48' 0 C NAILED
<br />WUH (2) 12d NAILS EACH END
<br />
<br />, A CONCRETE ENCASED "UFER- ELECTRODE IS REQUIRED PER
<br />ART 250-501999 H.E.C. INSPECT PRiOR TO CONCRETE PLACEMENT
<br />
<br />THESE PLANS WERE DESIGNED BASED UPON AN ALLOWABLE
<br />SOIL BEARING CAPACITY OF 2000 PSI (MIN.) IT IS THE CONTRACTOR
<br />/ HOMEOWNERS RESPONSIBILTYTO INSURE THATTHI8 MIN IS PROPERLY
<br />PREPARED AND COMPACTED.
<br />
<br />ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION
<br />TERMITE TREATMENT PER FOC 1818.7 INITIAL SOIL POISONING TREATMENTS
<br />SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND
<br />COMPACTING ARE COMPLETED.
<br />
<br />GABLE BRACING DETAIL / FRAME WALLS
<br />
<br />PLUMBING AND ELECTRIC
<br />
<br />SINGLE HUNG WINDOW SIZES
<br />
<br />IN ACCORDANCE WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINI8TM TIVE
<br />CODE, ELECTRICAL, PLUMBING AND MECHANICAL SY8TEMS SHALL BE DESIGNED BY
<br />THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS
<br />DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS
<br />ABOVE COUNTER HEIGHTS AND WITHIN 6'.0" OF SINKS SHALL BE GFI
<br />( GROUND FAULT INTERRUPTER)
<br />ALL ELECTRICAL OUTLETS IN BEOROOMS SHALL BE WIRED INTO
<br />AN AltC.fAUL T INTERRUPTER "AFJ" CIRCUIT
<br />
<br />/
<br />
<br />GARAGE DOOR DETAIL / FRAME WALLS
<br />
<br />CODE SIZE WINDOW SIZE M.O.
<br /> WIDTH X HEIGHT
<br />SH 12 191/8X26 193/4X26
<br />SH13 19 1/8 X 38 3/8 193/4 X 383/8
<br />SH 14 19 1/8 X 505/8 19314 X 50 5/8
<br />SH 15 19118 X 63 193/4 X 63
<br />SH 16 19 1/8 X 76 19 3/4 X 76
<br />SH 33/2 26 1/2 X 26 271/8 X 26
<br />S H 33/2 26 1/2 X 383/8 27 1/8 X 383/8
<br />S H 34/2 26 1/2 X 50 5/8 27 1/8 X 50 5/8
<br />SH 35/2 26 1/2 X 63 27 1/8 X 63
<br />SH 36/2 261/2X76 27 1/8 X 76
<br />SH22 37 X 26 37 5/8 X 26
<br />SH 23 37 X 38 3/8 37 5/8 X 38 3/8
<br />SH 24 37 X 50 5/8 37 5/8 X 50 5/8
<br />S H #2WE 37 X 57 3/4 37 5/8 X 57 3/4
<br />SH25 37 X 63 375/8 X 63
<br />SH26 37 X 76 37 5/8 X 76
<br />SH 32 53 1/8 X 26 53 3/4 X 26
<br />SH 33 53 1/8 X 38 3/8 53 3/4 X 38 3/8
<br />SH 34 53 1/8 X 50 5/8 53 3/4 X 50 5/8
<br />SH #3WE 53 1/8 X 57 3/4 53 3/4 X 57 3/4
<br />SH 35 53 1/8 X 63 53 3/4 X 63
<br />SH 36 531/8 X 76 53 3/4 X 76 ,
<br />
<br />o 0
<br />
<br />o
<br />
<br />o
<br />
<br />o
<br />
<br />o
<br />
<br />o 0
<br />
<br />,-
<br />
<br />0 ALL DOOR HARDWARE TO BE INSTALLED
<br />PER MANUFACTURES SPECIFICATION WITH
<br /> , THE SAME ALLOWANCE FOR 110 MPH WIND.
<br /> 0
<br />P
<br /> I ,
<br />P GARAGE DOOR TO BE REINFORCED
<br />TO WITHSTAND UP TO 110 MPH WIND LOAD
<br /> 0
<br /> I
<br />P
<br /> I
<br />,
<br />) 0
<br />-
<br />
<br />A MINIMUM OF 2X6 PINE GRADE LUMBER F 0
<br />AROUND DOOR OPENING ATIACHED
<br />WITH (4) 1/211 X611 LAG BOLTS SPACED
<br />EQUALLY EACH SIDE AND 24"OC 1-
<br />ACROSS THE TOP. 0
<br />
<br />SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM
<br />AND IN HALLWAY AREAS ADJACENT TO BEOROOM AND OTHER
<br />LIVING AREAS SMOKE DETECTOR PER SEC.905,2.5
<br />
<br />ROOF TRUSSES
<br />
<br />ALL TRUSS BRACING WILL BE SPECIFIED BY THE TRUSS COMPANY
<br />EXCEPT FOR GABLE END DIAPHRAGM BRACING DESIGNED FOR THIS PLAN.
<br />THIS WILL INCLUDE THE TEMPORARY TRUSS BRACING THAT WILL BE FURNISHED
<br />WHEN THE TRUSSES ARE DELIVERED. T-BRACING THAT IS SPECIFIED ON SOME
<br />ENGINEERED TRUSS DRAWINGS MAY BE SUBSTITUTED WITH ALTERNATE BRACING.
<br />(1) 2X4 CLa MAY BE SUBSTITUTED FOR (1) 1X4"1" BRACE AND (2) CLB's MAY BE
<br />SUBSTITUTED FOR (1) 2X4 "T" BRACE. CLB's ARE TO BE EQUALLY SPACED.
<br />(CLB · CONTINUOUS LATERAL BRACING)
<br />THIS INFORMATION WAS OBTAINED THROUGH ALPINE ENGINEERED PRODUCTS
<br />19~0 MARLEY DRIVE HAINES CITY FLORIDA 33844 (941) 422.8685 WALTER P. FINN P.E.
<br />
<br />o
<br />
<br />THE WINDOWS SPECIFIED ON THIS PU\N AHE BASED ON THE SIZES IN THIS
<br />JACOBSON WINDOW CHART .IT IS THE BUILOEHS RESPONSIBILITY TO VERIFY
<br />THAT THE SIZES OF THE WINDOWS OF CHOICE ME THE SAME OR AlLOWANCES
<br />MADE WHEN FRM1ING IN THE ROUGH OPENINGS.
<br />
<br />PRE - ENGINEERED ROOF TRUSSES
<br />, 24" OC MAXIMUM SPACING
<br />TC LL 20.0 PSF
<br />TC DL 7.0 PSF
<br />BC DL 10.0 PSF
<br />BC LL 0.0 PSF
<br />Tor.LD. 37.0 PSF
<br />DUR.FAC.1.33
<br />DEFLECTION MEETS L /360 LIVE
<br />AN D L /240 TOTAL LOAD
<br />
<br />----------- ~---------------------- -----
<br />----------- ~------f-------l------- ----~ -----
<br />8d NA LS TOP EDGE 4" OC
<br />I I '
<br />I
<br />I I
<br />__ _ __ _ __ _ _ __ _ __ _ __8_~ ~~~I:~ J.~~_ ~~_q~ _ ~:' q9
<br />SPLICE BLOCK
<br />I --------------1--- -8d-NAli.s-To-P~~-OG-E-4'; OC
<br />
<br />ad NAILS TOP EDGE 4" OC
<br />
<br />ALL OF THE PRODUCTS SPECIFIED ON THIS
<br />DRAWING OR ANY OTHER PAGE IN THIS PLAN
<br />MAY BE REPLACE WITH THOSE OF GREATER
<br />OR EQUAL VALUES.
<br />
<br />GABLE TRUSS VERT WEB L.BRACING
<br />
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<br />
<br />NO BRACING REQUIRED FOR WEBS
<br />UP TO 4'.1" IN LENGTH.
<br />
<br />THIS IS A STANDARD OETAIL SHEET, NOT ALL OF THE
<br />INFORMA'f10N ON THIS SHEET REFERS TO THIS PLAN.
<br />
<br />USE (1) 1X4 L.BRACE FOR WEBS UP TO 6'.1"
<br />
<br />USE (1) 2X4 L.BRACE FOR WEBS UP TO 8'.0"
<br />
<br />USE (2) 2X4 L.8RACE FOR WEBS UP TO 9'.8"
<br />
<br />USE (1) 2X6 L-BRACE FOR WEBS UP TO 12'.6"
<br />
<br />USE (2) 2X6 L.BRACES FOR WEBS UP TO 14'.0"
<br />
<br />NAIL L.BRACES WITH 10d NAILS
<br />2" OC IN 18" END ZONES AND
<br />4" OC BETWEEN ZONES
<br />
<br />PROVIDE FOR CONNECTIONS OF 160 PLF
<br />OF UPLIFT OVEH CONTINUOUS BEARING
<br />
<br />"
<br />o
<br />....
<br />
<br />"
<br />o
<br />-
<br />
<br />ALL WORK SHALL COMPLY WITH PREVAILING CODES
<br />STANDARD BUILDING, PLUMBING, MECHANICAL,
<br />NEC. AND ALUMINUM.
<br />
<br />_______~___ _______L_______ _______ ____~~---
<br />----------- -----~-_.
<br />8d NAILS TOP EDGE 4" OC
<br />
<br />_______ ________L______J_______ __________.
<br />------- ----------.
<br />ad NAILS TOP EDGe 4" OC
<br />
<br />UPLIFT CAPACITY OF 1S/32" WOOD S.TRUCTURAL PANEL SHEATHING FOR BOTH 8HEARWALLS
<br />AND UPLIFTS SIMULTANEOUSLY (237 PLF)
<br />WHERE DOORS AND WINDOWS INTERRUPT WOOD STRUCTRUAL PANEL SHEATHING OR SIDING
<br />FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS.
<br />
<br />SCALE: 1/411 ::: 1 '-0"
<br />
<br />DRAWN BY R SHANLEY
<br />9 I 26 I 02
<br />
<br />ALL T~tE INFORMATION ON TtUS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN l!E MADE AND IT IS THE RESPONSIBiliTY OF TtiE
<br />CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS.
<br />
<br />D.W. SMITH ENGINEERING · FLORIDA # 53608
<br />MECHANICAL & ARCHITECTURAL ENGINEERING
<br />9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
<br />352-521-0865 OFFICE '352-521.0867 FAX.
<br />
<br />IHEREBY CERTiFY I~AT THESE PLANS AND SPECS ARE IN COMPLIANCE WITH TUE
<br />FLORIDA BUILD NG ~pDE 2001 FOR 110 MPtl (3 SECOND (;UST) WIND ZONE.
<br />
<br />-yJiJA f0'
<br />\ /) -/0 :>
<br />
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<br />
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