HomeMy WebLinkAboutBIN A-4 PERMIT 3497
ENGINEER1S
NOTES:
PRE-CAST AND PRE-STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS, PRE-CAST LINTELS HAVE
BEEN REVIEwED AND PLACED BASED ON DESIGN ALLOwABLE LOAD INFORMATION PROVIDED BY SPECIFIED PROVIDER, ENGINEER
OF RECORD MUST PROVIDE IN wRITING ANY CHANGE IN LINTEL MANUFACTURER, ALL OTHER STRUCTUAL PRE-CAST COMPONENT
MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL, ENGINEER OF RECORD RESERVES THE RIGHT
TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEw, CONTRACTOR, AS PROJECT COORDINATOR; SHALL BE
RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMEL Y MANNER wHEN AVAILABLE,
ALL ROOF CLADDING PRODUCTS ARE THE RESPONSIBILITY OF THE MANUFACTURER. THE ROOF CLADDING MANUFACTURER IS RESPONSIBLE FOR
THE VALIDITY OF COMPONENTS PROVIDED, ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN, CONTRACTOR1 AS
PROJECT CORDINATDR) SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE ROOFING MATERIAL IS USED AND THAT IT HAS BEEN
INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT wILL wITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY
THE SEALED PLANS,
ALL PRE-ENGINEERED wOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTUERER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY
TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABLITY DR ECONOMICS, CHANGES SPECIFIED BY THE TRUSS
MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD) MUST BE
APPROVED BY THE ENGINEER OF RECORD,
THE ENGINEER HAS NOT REVIEwED THE PRE-ENGINEERED TRUSS MANUFACTURER'S LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS
AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER,
ALL wORK TO BE COMPLETED ACCORDING TO THE 2001 EDITION FLORIDA BUILDING CODE
1.
2,
3,
4,
5,
6,
'WIND DESIGN SPEED 110 MPH (3 see gust) ,
THE wIND IMPORT ANCE F ACTOR IS 1.0 FOR RESIDENTIAL HOME
THE wIND EXPOSURE FOR BUILDING IS CATEGORY I'B'/
THE APPLICABLE INTERNAL PRESSURE COEFFICIENT = +.18/-.18
THE DESIGN wIND PRESSURE COMPONENTS ~ CLADDING (ROOF)
ZONE 1 ZONE 2
@ 10 SQFT +12,5/-19,9 @
@ 20 SQFT +11.4 /-19,4 @
@ 50 SQFT +10,0 /-18,6 @
@ 100 SQFT +10,0 /-18,1 @
10 SQFT
20 SQFT
50 SQFT
100 SQFT
+12,5/-42.1
+11.4/-38,2
+10,0/-33
+ 10,0/ -29.1
ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA, TRUSSED TO BE HANDLED AND INSTALLED USING MOST RECENT
HIB RECOMMENDATIONS, TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERwISE) OR
MORE STINGENT CODE REQUIREMENTS APPL y, TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS CONNECTIONS, ALL COMPONENTS TO BE
DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES) INCLUDING BEAM COMPONENTS,
THE DESIGN wIND PRESSURE
ZONE 4
@ 10 SQFT +21.8 /-23,6
@ 20 SQFT +20,8 /-22,6
@ 50 SQFT +19,5 /-21.3
@ 100 SQFT+18,5/-20,4
COMPONENTS ~ CLADDING (wALLS)
ZONE 5
@ 10 SQFT +21.8 /-29.1
@ 20 SQFT +20,8/-27,2
@ 50 SQFT +19,5/-24,6
@ 100 SQFT+18,5/-22,6
THE ATTACHMENT OF ASPHAL T SHINGLES ON THIS PRODUCT MUST BE IN COMPLIANCE wITH ASTM D3161 CMODIFIED TO 110MPH) DR M-DC PA 107-95,
/'
TERMITE PROTECTION:
A wEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED
PROTECTION TREATMENT IS CoMPLETED1 PROVIDING A COpy FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COpy FOR THE BUILDING
PERMIT FILES, IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED1 FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR
TO FINAL BUILDING APPROVAL, CFBC-104.2,6)
THE TREATMENT CERTIFICATION SHALL PROVIDE THE PRODUCT USED) IDENTIFY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT) SITE
LOCATION1 AREA TREATEDI CHEMICAL USED; PERCENT CONCENTRATION AND NUMBER OF GALLONS USED TO ESTABLISH A VERIFIABLE RECORDED OF
PROTECTION TREATMENT, A PERMANENT SIGN wHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT
CONTRACT RENEwAL SHALL BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE wATER HEATER OR ELECTRICAL PANEL. CFBC-104,2,7)
CONDENSATE AND ROOF DOwNSPOUTS SHALL DISCHARGE AT LEAST 1'0" AwAY FROM BUILDING SIDE wALLS. IRRIGATION/SPRINKLER SYSTEMS INCLUDING
ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED wITHIN 1'0' OF THE BUILDING SIDE wALLS. CFBC-1503.4.4)
TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION1 wALL COVERINGS SHALL NOT EXTEND TO wITHIN 6 INCHES OF THE FINAL GRADE,
EXCEPTIONS: PAINT DR DECORATIVE CEMENTITIOUS FINISH NOT LESS THAN 5/8H THICK ADHERED DIRECTL Y TO THE FOUNDATION wALL, CFBC-1403,1.6)
INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE, SOIL DISTURBED AFTER INITIAL TREATMENT SHALL BE
RETREATED INCLUDING SPACES BOXED AND FORMED, CFBC-1816,1.D
SOIL DISTURBED AFTER INTIAL TREATMENT SHALL BE RE-TREATED INCLUDING SPACES BOXED DR FORMED, (FBC-1816,1.2)
BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INST ALL TIoN OF TRAPS) ETC'I SHALL BE MADE wITH PERMANENT MET AL DR PLASTIC FORMS,
PERMANENT FORMS ~UST BE OF A SIZE DR DEPTH THAT wILL BE ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT,
CFBC-1816,1.3)
MINIMUN 6 MIL VAPOR RETARED MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER
PLACEMENT) RETREATMENT IS REQUIRED, (FBC-1816.1.4)
CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION wALL MUST NE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, SOIL TREATMENT MUST BE
APPLIED UNDER ALL EXTERIOR CONCRETE DR GRADE wITH 1'0" OF THE STRUCTURE SIDEwALLS, (FBC-1816,1.5)
AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION, ANY
SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED) SHALL BE RETREATED, (FBC-1816,1.6)
A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF
OCCUPANCY wILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE: "BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES, THE TREA TMENT IS IN ACCORDANCE wITH THE RULES AND LAwS OF THE FLORIDA DEPARTMENT OF
AGRICUL TURE AND CONSUMER SERVICES,8
CFBC-1816,1.7)
TERMITE PROTECTION SHALL BE PROVIDED BY FLOOR FRAMIMG OF NATURALLY DURABLE wOOD PRESERVATIVE TREATED wOOD) SOIL TREATMENT DR
OTHER APPROVED METHODS, (FBC 2304,1.2)
PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLABS ON GRADE FLOORS SHALL NOT BE OF CELLULOSE - CoNTAING
MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETwEEN SLEEVE AND PIPE, CFBC-2302,1.3)
AFTER ALL wORK IS COMPLETED, LOOSE wOOD AND FILL MUST BE REMOVED FROM BELOw AND wITHIN 1/0" OF THE BUILDING, THIS INCLUDED ALL
GRADE STAKES) TUB TRAP BOXES, FORMS) SHORING OR OTHER CELLULOSE CONTAINING MATERIAL, NO wOOD) VEGATATION; STUMPS) CARDBoARD1 TRASH1
ETC, SHALL BE BURIED wITHIN 15'08 OF ANY BUILDINGOR PROPOSED BUILDING. (FBC-2303,1.4)
GENERAL NOTES:
wINDOw AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR wINDOwS AND DOORS
wILL wITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING wIND
PRESSURE AND PROVIDE INSTALLATION INFORMATION wITH THEIR PRODUCTS,
CONTRACTOR TO INSTALL wINDOwS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
MAUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEw BY THE
BUILDING INSPECTOR,
ALL HURRICANE CLIPS) STRAPS AND FASTENERS ARE TO BE APPLIED ACCORDING TO THE FASTENERS
SCHEDULE AND MANUFACTURERS SPECIFICATIONS, IF DESIRED, EQUAL VENT CONNECTORS MADE BY ANOTHER
SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOwN,
FOUNDATION DESIGN BASIS: ASSUMED CAPACITY OF 2000PSF, CONTRACTOR TO VERIFY THAT SITE
CONDITIONS MEET THIS REQUIREMENT,
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS
CONNECTED COMPONENTS, PROVISE ADEQUATE BRACING; SHORING AND ANY OTHER TEMPORARY SUPPORTS
AS REQUIRED TO SAFELY COMPLETE THE wORK,
CAST-IN-PLACE CONCRETE DESIGN AND CONTRUCTION
NORMAL wEIGHT REINFORCED CONCRETE SHALL HAVE
FOOTINGS AND SLAB GRADE_______ 2500 PSI
MASON TRY CELL FILL------------ 2500 PSI
ALL OTHER CONCRETE----------- 2500 PSI
REINFORCING STEEL SHALL CONFORM TO ASTM A-165) GRADE
LAP SPLICES wHERE REQUIRED SHALL BE A MINIMUM OF 250
30" FOR #6 REBAR AND 35" FOR #7 REBAR
wELDED wIRE FABRIC SHALL CONFORM TO ASTM A185,
BE AS FOLLOwS,
FOOTINGS__________ 3"
COLUMNS___________ 1/2" FOR #5 AND SMALLER, 2" FOR ALL OTHER
FLOOR SLAB________ 1 1/20 FROM TOP OF SLAB
SPLICES IN REINFORCING SHALL BE AS FOLLOwS:
wELDED wIRE FABRIC_____ 8H
REINFORCING STEEL_______ ALL BARS LAP MIN 250
STANDARD -- AMERICAN CONCRETE INSTITUTE, ACI 318-83
A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOwS:
40 MINIMUM,
FOR #5 REBAR,
SOIL CONDITIONS:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA
SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATEL Y SUPPORT 2000 P,S,F, FOUNDATION LOADING.
ALL CONTINUOUS wALL FOOTINGS SLAB ON GRADE AREAS SHALL BE PROOF ROLLED, ALL SOFT SPOTS SHALL BE REMOVED AND REPLACED TO
FINISH GRADE wITH APPROVED FILL MATERIAL. FILL MATERIAL SHALL BE PLACED IN 60 LAYERS MAX AND SHALL
BE COMPACTED TO A MINIMUM OF 95% OBTAINED BY ASTM D-1557) UNTIL FINAL GRADE IS OBTAINED,
MINIMUM CONCRETE COVER FOR REINFORCING SHALL
PL;\r ;~:) 8'l\r\\-b- ')
D;; T E J "" 20 ~ 0 It- - . - . .; :>
EU'C~NG DEPT APP""V'" Q/fJi~
DESIGN NOTES:
ALL CONSTRUCTION SHALL BE APPROVED IN ACCORDANCE wITH FLORIDA BUILDING CODE, OSHA1 AISC) A\JS D 1.1 CODES AND ALL
APPLICABLE LOCAL REQUIREMENTS, THE STRUCTURE IS DESIGNED TO COMPL Y wITH THE 2001 FLORIDA BUILDING CODE. BUILDING BASE
CONNECTIONS SHALL BE PROVIDED AS SHOwN, ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED wITH
MATERIALS EQUAL OR EXCEEDING ORIGINAL RATINGS,
Office
c;opy
Ml'L Y WITH ALL
i\LL woRK SHALL co, \ BU1LDI}.:G
PRE\' AlLING CODES, FLORID, E A. '\'
. TIO~ \L ELEl"TRlC COD 0
CODE.:\A 0,' ,-.--" co- c: r-,'Z;"'\.\w'\C::~
C1T\ OF ZEf\ \'1 no' ----~. ./.,
ALL INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUC ION,
'""""
I hereby certify tho t I ho ve reviewed this plC)n C)nd found it to be in
cOMplionce with section 1606 of the FloridC) Building Code) 2001 edition)
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DAVID Cl\I~R
DOGWOOD LANE
D " 'W " S ~ I rr I-I , P " E "
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom flame Plan Service
9909 ~ALLASTON DRIVE-DADE CITY FLORIDA 33525
P\{]N[: 352-52] -0865 r AX' 352-521-0867 [ -MA!L: zephyr27@gt<" net
7 OCT 2004
RICK GOLLHARDT - DRAFTSMAN
iC/ro;(JO'I
SHEET OF
ENGINEER NOTES
STANDARD NOTES
1 OF 10
DATE
SCALE
JOB NO
DC) vid W, SMith; P,E,
DESIGN/DRAWN CHECKED
R, GOLLHARDT D.W,SMITH'p,E,
2004-34
ENGINEER LICENCE ~53608
MASONRY wALLS:
CONCRETE MASONRY UNIT SHALL BE HOLLO\.l UNIT MASONRY, IN ACCORDANCE \.11TH ASTM C-90 AND SHALL HAVE MINIMUM FIM OF 1500 P,S,I.
MORTAR SHALL CONFORM TO ASTMC-270 AND SHALL BE EITHER TYPE M DR S,
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE \.11TH ASTMA-615,
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8H PLACED AT 8 TO 11 INCH SLUMP AND
HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH Dr 2000 P,S,I, (WHEN TESTED PER ASTM C~1019)
PROVIDE CLEAN OUT OPENINGS 02 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT) \.IHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
wINDOw SCHEDULE
SLIDING GLASS DOOR SCHEDULE
SIZE \.IINDO\.l
CODE MASONRY R,O, SIZE
12 19 7/811 X 2611
13 19 7/811 X 38 3/811
14 19 7/8' X 50 5/8'
15 19 7/811 X 638
16 19 7/811 X 7211
3212 27 11411 X 2611
3312 27 11411 X 38 3/88
34/2 27 11411 X 50 5/8'
35/2 27 1/411 X 638
36/2 27 1/411 X 728
22 37 3/4H X 2611
23 37 3/48 X 38 3/811
37 3/48 X 50 5/88
~~E 37 3/411 X 56 1/411
25 37 3/4H X 6311
26 37 3/4u X 7211
32 53 7/8H X 26N
33 53 7/88 X 38 3/811
34 53 7/8U X 50 5/8H
3 \.IE 53 7/811 X 56 1/411
35 53 7/8U X 6311
36 53 7/88 X 72'
\JOOD FRAM R,O, OPENING DEDUCT
1 1/4N FROM \JIDTH
1/2/1 FROM HEIGHT
MULL BARS FOR MOST Lo\J \JIND AREAS
ADD 1N PER MULL BAR TO ROUGH OPENINGS
FOR SPECIAL HIGH \.IINDS LOAD AREAS MULL
BAR SIZE MAY VARY, BE SURE TO CHECK
\.11TH \.IINDO\.l MANUFACTURER BEFORE
CONSTRUCTION BEGINS,
TIMBER MA TERIALS:
ALL TIMBERS MA TERIALS SHALL BE AS FoLLO\JS:
LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES) POST) STUD PACKS AND BEAMS SHALL BE #2 YELLo\J PINE (OR BETTER),
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER), ALL OTHER STUDS SHALL BE NSTUD GRADE"
SPRUCE SPACE 168 O,C" ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4/-08 AND NAILED 4H O,C, \JI 12d COMMON NAILS,
EXTERIOR \.IALLS SHALL BE CONSTRUCTED \.11TH 1/26 PL Y\JOOD OR 7/1611 as,B, (2-M-\.I RATING) NAILED \.11TH 8d NAILS SPACED AT
38 O,C, ALONG ALL HORIZONTAL JOINTS AND EDGES) 68 O,C, ALONG ALL VERTICAL JOINTS AND EDGES AND 128 O,C, ALONG ALL INTERMEDIATE STUDS,
ALL OPENINGS 5/-Ou \JIDE DR LARGER STRAP HEADER BEAM TO THE HEADER STUDS \JITH SIMPSON LSTA24 STRAP TIES AT EACH END
OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION \.11TH SIMPSON HTT16 TENSION TIE,
INTERIOR STUD \J ALL S TO BE OF 2X4 #2 SPRUCE OR BE TTER \JITH SINGLE 2X4 p, T, PINE BOT TOM PLA TE AND SINGLE 2X4 #2 SPRUCE TOP PLA TE \J I TH
STUDS SPACED MAXIMUM 248 O,C, \JALLS TO HAVE 1/2H GYPSUM BOARD EACH SIDE) \JITH \JALLS AT GARAGE TO HAVE MIN R-ll INSULATION,
ANCHOR \.IOOD SHEAR \.IALLS SEGMENTS TO FOUNDATION \.11TH SIMPSON LTT20B TENSION TIE AT EACH END OF \.IALL SEGMENTS AND AT ANY
\.IALL SEGMENT INTERSECTION (BUILDING CORNERS),
ANCHOR TRUSS \.IoOD BEARING LOCATIONS AS FOLLO\.lS:
ROOF UPLIFTS OF 905# AND LESS USE (1) SIMPSON H10 HURRICANE TIE
ROOF UPLIFTS OF 1450# AND 905# (1) SIMPSON HTS20 T\JIST STRAP,
TRUSSES:
IF THE CONTRACTOR) TRUSS MANUFACTURER DR ANY OTHER DESIGN PROFESSIONAL RE VISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHO\JN ON THESE
PLANS) THE ENGINEER OF SIGNATURE IS REQUIRED TO REVIE\J ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE \.11TH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
UP LIFT CONNECTIONS FOR MASONRY \JALLS
ROOF UPLIFTS OF 1890# AND LESS USE (1) SIMPSON HET A24 \JITH (6) 10d X 1 1/2H NAILS
ROOF UPLIFTS OF 2310# AND LESS USE (1) SIMPSON HHETA24 \.11TH (21) 10d X 11/211 NAILS
ROOF UPLIFTS OF 3965# AND LESS USE (1) SIMPSON MGT \JITH (22) 10d X 1 1/2' NAILS TO GIRDER AND 5/8' ANCHOR BoL T IN CONCRETE
ROOF UPLIFTS OF 10980# AND LESS USE (1) SIMPSON HGT-2 \JITH (8) 10d X 1 1/2' NAILS TO GIRDER AND (2) 3/4H ANCHOR BoL T IN CONCRETE (2 PL Y GIRDERS)
ROOF UPLIFTS OF 10530# AND LESS USE (1) SIMPSON HGT-3 \JITH (8) 10d X 1 1/2" NAILS TO GIRDER AND (2) 3/4" ANCHOR BOL T IN CONCRETE (3 PL Y GIRDERS)
ROOF UPLIFTS OF 9250# AND LESS USE (1) SIMPSON HGT-4 \.11TH (6) 10d X 1 1/2" NAILS TO GIRDER AND (2) 3/4' ANCHOR BOL T IN CONCRETE (4 PL Y GIRDERS)
STRUCTURAL SHEATHING AT ROOF:
15/32' CDX SHEATHING SHALL BE NAILED \J I 8d NAILS @ 6' O,C, @ EDGES AND 8/1 o,C, MAX, IN THE FIELD, USE 1/2/1 STEEL PL YCLIPS,
DRAFTSTOPPING:
5/0X6/8
6/0X6/8
8/0X6/8
9/0X6/8
10,OX6/8
12/0X6/8
16/0X6/8
60H X 8011
7211 X 80"
96/1 X 80"
108' X 80H
120' X 80H
14411 X 80H
19211 X 80n
ABOVE IS UNIT SIZE) ADD 1 3/4' TO \JIDTH
AND 1" TO HEIGHT FOR MASONRY R.D,
AND MINIMUM 1/4H TO \JIDTH AND 1/4H TO
HEIGHT FOR FRAME CONSTRUCTION
HALF CIRCLE wINDOwS
1/2 \JIDE
2 \.IIDE
3 \.IIDE
DBL 2 \JIDE
DBL 3 \JIDE
27 1/48 X 13 5/88
37 1/411 X 18 7/88
53 7/811 X 26 15/16H
75 1128 X 37 3/4U
107 3/4" X 53 7/8H
ADD ABOVE TO HEIGHT OF \JINDo\J
PLUS MULL, SEE YOUR MANUFACTURER
FOR EXACT MULL THICKNESS THAT \JILL
BE USED FOR YOUR OPENING
PLUS ALLO\.l FOR FRAMING ABOVE \.11TH
A MAXIMUM 1/48 SHIM SPACE FROM THE
\JOOD FRAMING TO THE FRME OF THE
\JINDo\J
NOTE: ACTUAL R,O, OPEINGS SIZES MUST BE
VERIFIED BEFORE CONSTRUCTION BEGINS,
ALL FASTENERS TO wOOD DR BLOCK MUST
PENETRATE FRAME OF wINDOw AND IN TO
THE wALL MINIMUM 1 1/411,
EXTERIOR DOOR SCHEDULE
INTERIOR DOOR SCHEDULE
32 5/8H X 83H
35 5/8H X 838
39 5/8H X 83"
I 64 9/16# X 83"
68 9/16" X 83"
79 9/16H X 836
13 9/16" \.IIDE
SAME HEIGHT
AS DOOR UNIT
15 9/168 \JIDE
SAME HEIGHT
AS DOOR UNIT
ADD SIDELIGHT MEASUREMENT PLUS 1/48
TO DOOR UNIT SIZE TO ACHIEVE R,O,
IN SINGLE FAMIL Y D\JELLINS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMING MENBERS) IN FLOOR I CEILING ASSEMBLIES SEPARATING
USEABLE SPACES, DRAFTSTOPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR I CEILING ASSEMBLEY IS BROKEN UP INTO T\.IO OR MORE APPROXIMATED
AREAS \JITH NO AREA GREATER THAN 500 SQ, FT,
SIZE
2/6X6/8 liS
2/8X6/8 liS
3/0X6/8 liS
5/0X6/8 liS
5/4X6/8 liS
6/0X6/8 liS
2/6X6/8 OIS
2/8X6/8 OIS
3/0X6/8 OIS
5/0X6/8 OIS
5/4X6/8 OIS
6/0X6/8 OIS
12"X 6/8
SIDELIGHT
ATTIC ACCESS:
ATTIC SPECES SHALL BE PROVIDED \JITH AN INTERIOR ACCESS OPENING NOT LESS THAN 22" X 366, ACCESS OPENING SHALL BE ACCESSIBLE AND PROVIDE
V/ITH A LID DR DEVICE THAT IS EASIL Y REMOVED DR oPENDED, \JHEN MECHANICAL EQUIPMENT IS INSTALLED IN THE ATTIC) IT SHALL BE INSTALLED IN
ACCORDANCE \JITH MECHANICAL CODE, ACCESS IS NOT REQUIRED \JHEN A CLEAR HEIGHT OF THE ATTIC SPACE) MEASURED AT THE ROOF PEAK IS LESS THAN 246,
STRUCTURAL PANELS
NOTE: 1/2' PLY\.IOOD OR OSB STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND THE BOTTOM PLATE
RO\.lS OF 10d NAILS @36 O,C, @BOTH MEMBERS OF DBL TOP PLATE AND DBL RO\.l 10d @3' O,C, @ BOTTOM PLATE, NAIL RO\.lS SHALL BE 11211 MINIMUM FROM EDGE OF PLATES
PANELS SHALL HAVE NAILS AT SPECIFIED SPACING OF 3" O,C, @ EDGES AND 611 MAX IN FIELD (NAIL PATTERN AS SPECIFIED PROVIDES 850#/LINEAR FT)
NOTE: \JHERE \JINDO\JS DR DOORS INTERRUPT THE \JOOD STRUCTURAL SHEATHING AND \JITHIN 4 FT OF EACH CORNER AND BOTH SIDES OF \JINDo\J AND DOOR
OPENINGS USE SIMPSON DSP AT ALL CONNECTIONS OF STUDS TO TOP PLATE ~ AT ALL STUD TO PT 2ux48 BOTTOM PLATE CONNECTIONS APPLIED PER SIMPSON SPECIFICATIONS
(SIMPSON DSP RATED 825# UPLIFT)
14"X 6/8
SIDELIGHT
EXTERIOR OPENINGS:
IT \JILL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE \JINDO\JS AND DOORS ARE INSTALLED AS PER THE MANUFACTURERS
ENGINEERED DRA\.IINGS AND THAT A COPY OF SAID DRA\.IINGS ARE ON THE JOBSITE AT THE TIME OF INSTALLATION,
MASONRY R,o,
33 5/8H X 83#
35 5/8" X 83#
39 5/8" X 83#
64 9/16/1 X 83#
68 9/16" X 83"
79 9/16" X 83"
SIZE
1/4X6/8
1/6X6/8
1/8X6/8
2/0X6/8
2/6X6/8
2/8X6/8
3/0X6/8
4/0X6/8
4/8X6/8
5/0X6/8
5/4X6/8
6/0X6/8
R,o,
18// X 81 11211
2011 X 81 112#
22n X 81 1/2"
2611 X 81 112/1
30" X 81 1/2"
32# X 81 1/2"
34H X 81 1/211
39" X 81 1/2"
518 X 81 1/2'
6311 X 81 112/1
67' X 811/2"
756 X 81 1/2"
ALL OPENINGS ALLO\.l FOR 3/4H BUCK
ON EACH SIDE OF DOORS \.11TH 1/48 SHIM
EACH SIDE AND 3/411 AT TOP \.11TH 1/411
SHIM, THESE OPENINGS HA VE TO BE
EXACT AND PLUMB TO MEET FLORIDA
BUILDING CODE 2001 SPECIFICATIONS
FOR \.IooD FRAME OPENINGS DEDUCT 1 1/28
FROM \.IIDTH AND 3/48 FROM HEIGHTS
ALL INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CON TRUCTION,
I hereby certify thn t I hn ve reviewed this plnn nnd found it to be in
cOMplinnce with section 1606 of the Floridn Building Code) 2001 edition)
Dn vid W, SMith) P,E,
DAVID CARR
DOGWOOD LANE
D.'V.SMITI-I ENGINEERING
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom Elayne Pla'n SeT'vice
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHON[: 352-521-0865 FAX' 352-521-0867 [-MAll' Zl'phyr27@gte, net
7 OCT 2004
RICK GOLLHARDT - DRAFTSMAN
(
SHEET OF
ENGINEER NOTES
STANDARD NOTES
2 OF 10
\\)[,,\01
DATE
SCALE
JOB NO,
DESIGN/DRAWN CHECKED
R, GOLLHARDT D,W,SMITH,P,E,
2004-34
ENGINEER LICENCE ~53608
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I hereby certify tho. t I hQ ve reviewed this plQn Qnd found it -to be in
cOMpliQnce with section 1606 of the FloridQ Building Code) 2001 edition)
for 0. 130 Mph wind speed zone ( 3 sec gust )
Do. vid W, SMith; P,E,
\~ 'r
VV\~I,.(u1
DAVID CAI~R
DOGWOOD LANE
D.-W.SlVIIr-r~H, P.E.
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom flame Plan Service
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHONE' 352-521-0865 FAX' 352-521-0867 E -MA! L: zE>pnyr27@gte, net
RICK GOLLHARDT - DRAFTSMAN
ELEVATIONS
SHEET OF
3 OF 10
ENGINEER LICENCE #53608
SCALE DATE
1 4"= 1 FT 7 OCT 2004
DESIGN/DRAWN CHECKED
R, GOLLHARDT D.W,SMITH,P.E,
PART NO,
2004-34
AREA/S
LIVING
GARAGE
ENTRY PORCH
1886
394
48
TOTAL AREA UNDER ROOF
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I hereby certify that I have reviewed this pl0n 0nd found it to be in
COMpliance with section 1606 of the Florid0 Building Code) 2001 edition)
D0 vid w, SMith) P,E,
I
40'
EGRESS1
SH 35
M. BEDROOM
14'
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ENGINEER LICENCE ~53608
12'-4'
GARAGE
..
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19'-48
18' GARAGE DOOR
L
1'-4'~--
1
19'-48
Dl\ VID Cj\I~R
DOGWOOD LANE
D . W . S :M I rI~ 1-1 , P . E .
FLORIDA PROFESSIONAL ENG[NEER LICENSE NUMBER 53608
Custom 1lorne Plan Service
9909 ~ALLASTON DRIVE-DADE CITY FLORIDA 33525
PHJN[, 352-521-0865 FAX' 352-521-0867 [-MAll, zE'phyr27@gtt', net
..
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RICK GOLLHARDT
DRAFTSMAN
FLOOR PLAN
SCALE
1 4" = 1 FT
SHEET OF
4 OF 10
DATE
7 OCT 2004
JOB NO,
DESIGN/DRAWN CHECKED
R, GOLLHARDT D.W,SMITH,P,E.
2004-34
NOllE:
. INDICA TES 1-#5 REBAR IN FILLED CELL FROM
FOOTING TO LENTAL
LOCATED AT EACH SIDE OF ALL ~INDO~S
AND DOOR OPENINGS, 8' DC MAXIMUM OTHER~ISE,
SEE FOOTING DETAIL
G!3:= OUT SI DE ~ A TER TAP
1/2' X B' ANCHOR BOLTS APPROX, 21' DC AND EACH SIDE OF DOOR OPENING
6' MIN IMBEDMENT
GARAGE FLOOR
SLOPE 1'/10' A'-IAY FROM
FROM LIViNG AREA
FOUNDATION SECTION AT
WALL BETWEEN
GARAGE FLOOR/LIVING AREA FLOOR
N071E1:
,,~
vO * \9
I~
~~
FINISH FLOOR SHALL BE 8' ABOVE CRO\./N OF ROAD
#5 DOWEL TO MA TCH VERTICAL
REIN, ~ 1 25' MINIMUM LAP
4' CONCRETE (3000PSD WITH #10
6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL. VAPOR BARRIOR
MATERIAL TO BE LAPPED
6'WITH SEAMS TAPED
FIBERMESH MAY BE SUBSTITUTED
.
, X 4' INSPECTION PORT AT
T EACH FILL CELL (TYP)
TYPICAL FOOTING
DETAIL
PLUMBING:
ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR.
THE PLUMBING CODE REQUIRES THAT AT LEAST ONE 3q VENT STACK PIPE wILL BE
VENTED THROUGH THE ROOF,
IN ACCORDANCE wITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRA TIoN CODE;
PLUMBING SYSTEMS SHALL BE DESIGNED BY THE
RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAwN
HEREON ARE BASED UPON THE HOMEOwNERS/CONTRACTORS REQUIREMENTS,
WATER SUPPLY
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..: /. I SECURE SILL PLATE AT LOCATIONS SHO~N I I
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L________-I-________ . __________________-.J I
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SEE SHT #10
F10UNDATION PLAN
Do, vid w, SMith) P,E,
DAVID Cl\RR
DOGWOOD LANE
D..'W..SMITI-I, P.E..
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom Home Plan Service
9909 ~ALLASTON DRIVE-DADE CITY FLORIDA 33525
Pf{]N[, 352-521-0865 FAX' 352-521-0867 [-MAll: zrphyr27@gte, net
JOB NO,
RICK GOLLHARDT
DRAFTSMAN
f
: IU {bf
I hereby cer-tify -tho' -t I ho' ve reviewed -this plan and found i-t -to be in
COMpliance wi-th sec-tion 1606 of -the Florido' Building Code) 2001 edi-tion)
FOUNDATION PLAN
SHEET OF
5 OF 10
DATE
7 OCT 2004
SCALE
14"=1FT
ENGINEER LICENCE n53608
DESIGN/DRAWN CHECKED
R, GOLLHARDT D,W,SMITH,P,E.
2004-34
TYPICAL ELECTRICAL RISER DIAGRAM
3- 2/0 THNN CU FEEDERS
200 AMP
METER SOCKET
c:::::J c:::::J
SINGLE PHASE
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ELECTRIC NOTES:
IN ACCORDANCE 'NITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATION CODE,
ELECTRICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET
ALL APPLICABLE CODES, THE SYSTEMS DRA'NN HEREON ARE BASED UPON THE
HOMEO'NNERS/CONTRACTORS REQUIREMENTS,
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS ABOVE
COUNTER HEIGHTS AND 'NITHIN 6'-011 OF SINKS SHALL BE GFL (GROUND FAUL T
INTERRUPTER)
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE 'NIRED INTO AN ARC-FAULT
INTERRUPTER IIAFI" CIRCUIT,
SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM AND IN HALL 'NAYS AREAS
ADJACENT TO BEDROOM AND OTHER LIVING AREAS, SMOKE DETECTOR PER SEe 905,2,5
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I hereby certify tho. t I hQ ve reviewed this plQn Qnd found it to be in
cOMpliQnce with section 1606 of the FloridQ Building Code) 2001 edition)
for 0. 130 Mph wind speed zone ( 3 sec gust )
Dl\ VID CARR
DOGWOOD LANE
D.W.SM][r-rI-I, P.E.
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom flame Plan Service
9909 WALLASToN DRIVE-DADE CITY FLORIDA 33525
PHONE' 352-521-0865 r AX' 352-521-086 7 E-MA1L.zE.phyr27~9tl...nl..t
Do. vid W, SMith) P,E,
ENGINEER LICENCE #53608
e
._j
RICK GOLLHARDT - DRAFTSMAN
SHEET or
ELECTRICAL PLAN
SCALE
1 4" = 1 FT
6 OF 10
DATE
7 OCT 2004
PART NO.
DESIGN/DRAWN CHECKED
R, GOLLHARDT D,W,SMITH,P,E,
2004- 34
~_ w_
NOTE:
CD
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USE- SIMPSON HETA 20 OR EQUIVALENT RATED 1810# UPLIFT
AT ALL TRUSS TO BOND BEAM CONNECTIONS
USE SIMPSON MGT OR EQUIV. RATED 3960# UPLIFT AT ALL GIRDER
CONNECTIONS TO BOND BEAM UNLESS OTHER~ISE NOTED
USE SIMPSON MGT ~I PHD5 EQUIV, RATED 3835# UPLIFT AT ALL GIRDER
CONNECTIONS TO ~OOD BEAM OR BEARING ~ALL COLUMNS ~TOP PLATES
FASTEN PER MFGR'S SPECS.
USE SIMPSON HIO DR EQUIV. RATED 905# UPLIFT AT ALL TRUSS TO
WOOD SUPPORT WALL DBL TOP PLATES DR WOOD BEAM CONNECTIONS
USE SIMPSON HIO OR EQUIV. RATED 905# UPLIFT AT ALL TRUSS TO
WOOD SUPPORT WALL DBL TOP PLATES DR WOOD BEAM CONNECTIONS
NOTEI ADD USP HTW OR SIMPSON TS20 RATED 1460# UPLIFT
TOTAL UPLIFT RATING=2365#/LATERAL=585#
USE USP LPTA RATED 1250# UPLIFT APPLIED PER MFGR'S SPECS
~ 1<11> 10dx1 1/2 @ ALL GABLE END TRUSS BOTTOM CHORD CONNECTIONS
TO POURED BOND BEAM
ATTACH TRUSSES TO MAIN ROOF ON ENTRY ~ITH
SIMPSON VTC2 VALLEY TRUSS CLIPS PER SPECS
FOR THE MAX UPLIFT OF 405#,
T1RUSS LAYOUT'
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I hereby certify thO,t I ho' ve reviewed this plo'n o'nd found it to be in
cOMplio'nce with section 1606 of the Florido' Building Code) 2001 edition)
for 0, 130 Mph wind speed zone ( 3 see gust )
Do, vid w. SMith) PIE,
'(:1:
I~V:
1_-1 ~
- <I>
Cl
oCU
C() (lJ
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BALANCED RETURN AIR SHALL BE THROUGH THE USE OF ~
TRANSFER DUCTS, GRILLES OR RETURN DUCTS. CFMC 601.4)
MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE
IN ACCORDANCE wITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE)
MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE
RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRA~N
HEREON ARE BASED UPON THE HOMEO~NERS/CONTRACTORS REQUIREMENTS,
~ r;
t~I~{~1
DA VrD Cl\RR
DOGWOOD LANE
D .W . S M I '-L~ H , P . E .
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom flame Pla'n Service
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHONE: 352-521-0865 FAXI352-521-0867 [-MAll: zE'pnyr27~9t(>. n(>t
ENGINEER LICENCE #53608
RICK GOLLHARDT
DRAFTSMAN
HVAC
TRUSS LAYOUT
SHEET OF
7 OF 10
SCALE
1 4" == 1 FT
DATE
7 OCT 2004
PART NO,
DESIGN/DRAWN CHECKED
R. GOLLHARDT D,W.SMITH,P,[,
2004-34
NOTE:
THE MANUFACTURER OF THE WINDOWS AND DOOR ARE
TO CERTIFY THEIR PRODUCTS ABILITY TO WITHSTAND THE SPECIFIED
DESIGN WINO PRESSURE RESULTING FROM A 110 MPH
W1ND SPEED AND SUPPLY THE CONTRACTOR W1TH
INSTALLATION SPECIFICATION DRAWINGS FOR THE W1NDOW AND DOOR
THESE DRAWINGS ARE REQUIRED TO BE ON THE JOB SITE
A T THE TIME OF INST ALLA TION
CONTRACTOR SHALL INSTALL DOORS AND WINDOWS ACCORDING TO MANUFACTURER'S
INSTALLA TION SPECIFICATIONS
HEAD
MASONRY CONSTRUCTION / WINDOW INSTALLATION
WINDOW
HEIGHT
6"
1 )
2)
EQUALL Y
SPACE
ANCHORS
J
A
M
B
J
A
M
B
3)
SiLL
_~ M,~.,,~l
4)
#8 INSTALLATION ANCHORS MUST BE OF SUFFICIENT L TH.
TO ACHIEVE MIN, EMBEDMENT OF 1 1/8" INTO 2X BUCK STRIPS
THE FASTENING SCHEDULE OF
#8 FASTENERS IN THE HEAD
6" IN FROM EACH JAMB
#8 FASTENERS IN EACH JAMB
6" OC MIN. SPACING
17" OC MAX. SPACING
FOR ALL WINDOW SIZES UP TO 51 7/8" X 95" ( 34.22SF )
WITH A DESIGN PRESSURE OF UP TO 70 PSF
CAULK BEHIND WINDOW FIN AT HEAD AND JAMBS WITH DUO-Sll
ADHESIVE CAULK OR APPROVED EQUAL, USE LATEX CAULK
OR EQUAL FOR THE PERIMETER SEAL.
CAULK BETWEEN BUCK STRIPS AND MASONRY OPENING
THE #8 A.NCHOR SCREWS ARE ONLY FOR INSTALLA Tlor
WITH A 2X BUCK STRIP WHEN USING A 1 X BUCK STRI)
ONLY THE TAPCON ANCHORS ARE REQUIRED,
THIS INFORMATION WAS OBTAINED THROUGH KINCO , l TO, OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254
FROM ENGINEERING PROVIDED FOR THE INST ALLA TION OF THEIR PRODUCT, IF OTHER THAN KINCO WINDOWS ARE
INSTALLED THE CONTRACTOR W1LL NEED TO OBTAIN THE PROPER INSTALLATION ENGINEERING FROM THE MANUF. OF CHOICE,
SINGLE HUNG WINDOW SIZES
CODE SIZE WINDOW SIZE M.O.
WIDTH X HEIGHT ,. BUCK STRIPS
SH 12 19 1/8 X 26 19 3/4 X 26
SH 13 19 1/8 X 38 3/8 19 3/4 X 38 3/8
SH 14 19 1/8 X 50 5/8 19 3/4 X 50 5/8
SH 15 191/8X53 19 3/4 X 53
SH 16 '9 ,/a X 76 '93/4X76
SH 33/2 26 '/2 X 26 271/8 X 26
SH 33/2 25 1/2 X 38 3/8 27 1/8 X 38 3/8
SH 34/2 26 '/2 X 50 5/8 27 1/8 X 50 5/8
SH 35/2 26 1/2 X 63 27 1/8 X 63
SH 36/2 26 1/2 X 75 27 1/8 X 76
SH22 37 X 26 37 5/8 X 26
SH 23 37 X 38 3/8 37 5/8 X 38 3/8
SH 24 37 X 50 5/8 37 5/8 X 50 5/8
SH I2WE (EGRESS) 37 X 57 3/4 37 5/8 X 57 3/4
SH 25 37 X 63 37 5/8 X 63
SH 26 37 X 76 37 5/8 X 76
SH 32 53 1/8 X 26 53 3/4 X 26
SH 33 53 1/8 X 38 3/8 53 3/4 X 38 3/8
SH .34 53 1/8 X 50 5/8 53 3/4 X 50 5/8
SH 13WE (EGRESS) 53 1/8 X 57 3/4 53 3/4 X 57 3/4
SH 35 53 1/8 X 53 53 3/4 X 53
SH 35 53 1/8 X 76 53 3/4 X 76
ADO 1 1/2" TO WINDOWS ROUGH OPENING SIZE \'MEN
USING 2X BUCK STRIPS AND FLANGED WINDOWS
1'HE WINDOWS SPECIFIED ON 1'HIS PLAN ARE BASED Of' THE $lZES IN 1'HIS
CHART. IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THAT 1'HE SIZES
OF 1'HE WINDOWS OF CHOICE ARE THE SAME OR ALLOWANCES MADE
WHEN FRAMING IN THE ROOGH OPENINGS.
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL,
NEC. AND ALUMINUM.
ALL OF THE PRODUCTS SPECIFIED ON THIS
DRAWING OR ANY OTHER PAGE IN THIS PLAN
MAY BE REPLACED WITH THOSE OF GREATER
OR EQUAL VALUES.
1/4" MAX. SHIM SPACE
WI LOAD BRG SHIM
~AflBl'1
WINDOW FRAME JAMS
FLANGED WINDOW
<: J!le" TA,PCON CONCRETE SCREW
'M1'H A 1 1/4" MIN. EMBEDMENT
EXTERIOR BLOCK WALL
#8 ANCHOR WOOD SCREW
, 1/8' MIN. EMBEDMENT
1) CAULK BETWEEN BUCK AND MASONRY WALL
2) CAULK BETWEEN FLANGE AND WOOD BUCK
3) PERIMETER CAULK ALL EDGES
4) BUCK STRIP WIDTH PER CONTRACTOR
MIN. WIDTH 2X4
WINDOW WlDl11
;:>
MASONRY WINDOW INSTALLATION W 2X BUCK STRIPS
1/4' MAX. SHIM SPACE
wi LOAD BRG SHIM
WINDOW FRAME JAMS
FLAN
<: '/11\" TAPCON CONCRETE SCREW
'M1'H A 1 1/4" MIN. EMBEDMENT
EXTERIOR BLOCK WALL
WINDOW WlDl11
1) CAULK BETWEEN BUCK AND MASONRY WALL
2) CAULK BETWEEN FLANGE AND WOOD BUCK
3) PERIMETER CAULK ALL EDGES
4) BUCK STRIP WIDTH PER CONTRACTOR
MIN, WIDTH 1 X4
>
L1NTLE OVER OPENING
BUCK STRIPS
5"
MIN. I
I MI~.
MASONRY CONSTRUCTION / DBL AND SINGLE DOOR INST ALLA TION
4'
MIN,
TAPC N
24"
T APC N
15"
TAPC N
8'
T APC N
15'
TAPC N
24"
BUCK STRIPS
l..8.EC N
4"
EXTERIOR
BLOCK WALL
8'-0"
L1NTLE OVER OPENING
13,1 T ~~X:~~ I T ~~;?8~
BUCK STRIPS
6'
MIN. I
--
I MI~."I
+--
4--
L1NTLE OVER OPENING
!3:1PCON
6' 6"
MIN. MIN. I 1
3.13' 3"13' MI~."
3" I
4"
+-
-
6"
6"
6"
I MIN.
MJt:.L
TAPCON
MIN.
MIN.
--
-~
24"
-
TAPC:ON
-.
24"
8UCK STRIPS
BUCK STRIPS
EXTERIOR
BLOCK
WALL
(5) EQUAL SPACES
.- -
TAPCON PLACEMENT FOR 2X BUCK STRIPS
...-
BUCK ST IPS
--
TAPCON
."-.
+-
-
(5) EQUAL SPACES
-
24"
-
~CON
5"
(5) E UAL SPACES
.-
-
6"
6"
BUCK S RIPS
+--
-.
MIN.
4"
MIN.
--
-
MIN.
MIN.
TAPCON LOCATIONS FOR 8 EXT DOORS IN-SWING OR OUT-SWING
THRU 2X BUCK OR 1 X BUCK STRIPS
SINGLE DOOR 6'- 8"
L1NTLE OVER OPENING
STRIPS
) EQUAL SPA ES
DOUBLE DOORS
with
Mph
reviewed
of' the
zone ( 3
this plan and found it
Florida. Building Code; 2001
see gust )
6"
MIN.
SINGLE DOOR 8'- 0"
IMI~.1'
14" t
MAX.
EXTERIOR
BLOCK
WALL
_l
THERMA- TRU IN-SWING / OUT-SWING DOOR MASONRY SYSTEM
IMI~"1
14"
MAX,
BUCK STRIPS
TAPCON LOCATIONS FOR 6'- 8" EXT DOORS IN-SWING OR OUT-SWING
THRU 2X BUCK OR 1 X BUCK STRIPS
SINGI F nOOR OR DRI nOOR
W / SIDELIGHT
SINGLE DOOR
POS 67,OPSF NEG. 67.0 PSF
SINGLE WITH SIDELIGHTS
POS. 60,0 PSF NEG 60.0PSF
MASONRY WINDOW INSTAlLA TION w/ 1 X BUCK STRIPS
DOUBLE W WO SIDELIGHTS
POS 47.0 PSF NEG. 47.0 PSF
USE A #8 / 2 1/2" PHILLIPS HEAD WOOD SCREW
A T ALL ARROW LOCATIONS AND ONLY ON 2X BUCKS
BUCK STRIPS ARE TO BE A CONTINUOUS PIECE
ON THE TOP AND SIDES OF OPENINGS USEING
1 X OR 2X #2 PT PINE LUMBER ( T -NAILS ARE NOT
TO BE USED IN 2X BUCKS, ONLY TAPCON SCREWS)
USE VIKING .097" X 1 3/8" HIGH CARBON T -NAILS
A T SPACING INDICA TED BELOW BASED ON TOTAL
ROUGH OPENING SIZE,
MAXIMUM
OPENING
HEIGHT
MAXIMUM
OPENING
W1DTH
T -NAIL SPACING
A T TOP AND
SIDES
12" OC
9" OC
6" OC
6" OC
5' - 4"
7' - 0"
3' - 1"
6' - 4"
7' - 0"
12' - a"
8' - 1"
12' - 0"
USE A MIN OF 3 T -NAILS PER EACH BUCK ST IP
THIS INFORMATION WAS FURNISHED BY THERMA- TRU CORPORATION
1687 WOODLANDS DRIVE MAUMEE OHIO PH. (800) 537 - 8827
IF OTHER THAN THERMA - TRU DOORS ARE USED THEN IT WILL
BE THE BUILDERS RESPONSIBILITY TO OBTAIN THE ENGINEERED
INSTALLATION INSTRUCTIONS FOR THE DOORS OF CHOICE.
NOTE:
THIS SYSTEM HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE
AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDING
AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED HEREIN.
ENGINEER lICENCE #53608
DOOR AND WINDOW SCHEDULES
FOR MASONRY CONSTRUCTION
ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL INF.ORMA TION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS.
Dl\ VID CAI~R
DOGWOOD LANE
D .W . S :M I rI~ I-I , P . E .
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom flame Plan Service
9909 ~ALLASTON DRIVE-DADE CITY FLORIDA 33525
P\11]N[, 352-521-0865 r AX' 352-521-0867 [-MA! L' zE'phyr27@gtt'. nt't
RICK GOLLHARDT - DRAFTSMAN
SPECIFICATIONS
SHEE T OF
-to be in
edition;
DC} vid W, SMith; P,E,
8 OF 10
DATE
7 OCT 2004
DESIGN/DRAWN CHECKED
R, GOLLHARDT D,W,SMITH,P.E,
SCALE
PART NO.
2004-34
SECTION TYPE:
TONGUE & GROOVE
MOOj:L.: 3154. 3155
o 3154: RAISED PANEL
o 3155: FlUSH PANel
VINYl.. TOP SEAl..:
DYES (OPl1ON)
01'10
BACKUP PLATES:
19 GA. GALV.
END STILES:
19 GA. GALVANIZED
--------~~---------A*--------
;r.-.----------ii II ;r-.-----.-.---ii II ;y:--::::
II IIIIII II II II
II 1111 I' 11" II
:t-_-.-_-_-_-.-_-!,l : : :t-_-_-_-_-_-_-_-!,l : : :.t:::::_.
---------~ ,,--------- . -------
LJ
ExPANDED POly.
STYRENE INSUIJ.TION:
R~.8, U~.18
---------~ ~--------- . ------
;r-----.--.----ii II ;r-.-...-.-.---ii II ~=====
II \111'1 r.N1U 111111
\I 1'111 ~ 11,,11
:t-_-.-_-_-_-.-_-!,lll :t-.-...-_-_-_-_-!,ll I :t:.::::::::
---------~,,--------- . -----
ma
OPTIONAL J(){NT StAl.:
DYES
01'10
~:-:-:-:-:-:.:~1 r~:-:-:-:-:-:.:~ II F;===
:: d till 11111
SKIN MA TERlAl:
27 GA. PRE.PAINTED EXTERIOR
o AAlSED PANEL
o FlUSH PANEL
30 GA. PRE.PAINTED \\/I'lITE INTERJa\
g
I ' ,
---------~~--------- ---
;r-----.--.--.-ii II ;r-------------ii I I I'r:
TYP. II IIII,1 Ill: II
SECTION II II: : II I'I I II
L :t-_-.-.-.-_-.-_-!,ll I :t-_..-_-_-.-_-_-!,ll I :.t:
---------~,,--------- --
. ,
---------~ ~--------- . -
;r.----.---.-.-ii II ;r--.-..-.-.---ii I I :"r
II 1111!1 111111
" "",, "II"
I _.___. Jill" nun I'II'
...-.--~ "c------.~~v
l ---------TT
~
REJN~IN<J STRUTS:
SEE TABLE #4
o NONE
o 211.' STRUT
o 3' STRUT
AIltCAAFT CA~
7:1 SAFETY FACTOA
:---- BonOM ASTAAGAl:
o 7' (OPTIONAL)
. 1.318"
r1
BOTTOM BRACKET:
12 GA. MINIMUM
I.
TYP.
PANEL
DOOR WIOn1
12" X 19 112" WINDOW UTE
SEE TABLE /13
Ih-" II
WI'lDOW FRAME CONSIST a=
AN EXTERIOR FRAME AND AN
INTERIOR RETAINER, MADE OF
CELLULAR PVC EXTRUSIONS
= Clopay JUt.
BUILDING PRODUCTS
COMPANY
CUST:
MooEL #:
QTY:
MODEL #9 3154, 3155
TABLE #1
SECTION CHART
TABLE #2
PANEL CHART
NUMBER
O~ SECTIONS
4
5
8
7
8
9
10
DOOR W1Dn1
6'0'.7'0'
il'O' , 9'10'
10'0'. I 1'10'
12'0' .13'10'
14'0'.15'10'
16'0' -19'2'
~LU HINGE:
14 GA. MN.
DOOR HEIGHT
6'0' . 1'(1'
ttl' . 8'9"
9'0' . 10'6"
10'9'.12'3'
12'6".14'0'
14'3'.15'9"
16'0'
LOCK:
o INSIDE SLIOE
o KEYED CYliNDER LOCK
o NONE
NOTE; OQ()J'I HEIGHTS AVAIlABlE
IN 3' INCREMENTS (NOT
AVAIlABLE IN n' HEIGHT)
NUMBER
OFP ANELS
3
4
5
8
7
8
TABLE #4
REINFORCEMENT CHART
I,J
EXTERIOR
COLOR:
o WHITE
DsROWN
o ALMOND
o SANDTONE
o HUNTER GREEN
o GRAY
10'3'1014'0'
14'3"1016'0"
DOOR HEIGHT
UP to 10'0'
G'-'ZING Ol'TIONS:
o SOliD. NO GlAlING
o 1/8' osa
o 118" PlEXlGlASS
SECTIONS TO Ov.zE:
SHEET 'M-9'
= Glopay
BUILDING PRODUCTS
COMPANY
# OF SECTIONS HIGH
(SEE TABlE #1)
# OF PANELS WIOE
(SEE TABlE #2)
PANELS TO GlAZE;
REV. '-'IV. 200Z
DOOR WlDn1:
AflCH:
DOOR HEIGHT:
CONT:
A MINIMUM OF 2X6 PINE GRADE LUMBER
AROUND DOOR OPENING ATTACHED wITH (4)
1/2Q X 6Q LAG BOLTS SPACED EQUALLY
EACH SIDE AND 24Q O,C, ACROSS TOP,
I.. DOOR 'w'IDTII
PENING 'w'IDTII T
C
LIFTING CABLES, PRE-FORMED GALVANIZED
AIRCRAFT-TYPE CABLE SAFETY FACTOR 51
MIN. CA
"'" ... hn
1'" "'.
I r
i
I
LJ
f--<
: W
I
l'J
Z
f--<
Z
W
(L
DAre
Bill"
PAGE 01
- -
o
(0
CD
..
(0
DRSIDN SPRING
DUNTERBALANCE
BLE DRUM
GARAGE DOOR DETAIL
CD (SIM)
SCALE 2X
112' X 6' EXPANSION SOL TS
CORROSION RESISTANT (5)
BOLTS SPACED EOUALLY AND
24' DC, ACROSS TOP
~
tn
ru
o
.p
M
'"
@
~
:~;PENING HE HT
~ . ..
(\J
CD
o
TYP, TRACK
@ INSTALLATION
L
G)
TYP, GARAGE DOOR ATTACHMENT
DETAIL
l'
1\
I~ 1
I
1/2'
I I
L 2 3/4'
END STYLE
2 II.'
CENTER STYLE
(MUNTlNS)
~ TYP, GARAGE DOOR JAMB
GARAGE DOOR
VELOCITY / FLOOD ZONES
1) HYDROSTATIC PRESSURE EQUALIZERS MUST BE
INSTALLED BY DOOR MANUFACTURER SUCH AS VENTS, ETC,
2) GARAGE AREA HAS BEEN DESIGNED AS AN 'OPEN
STRUCTURE' EXCEOT ROOF TRUSSES 2001 SBC 1 SECTION
1606.
3) MINIMUM HURRICANE ANCHORS SIMPSON TS12 'vJ /(10) 16d
1 665# UPLIFT,
@
TYP, GARAGE DOOR VELOCITY / FLOOD
ZONES
(A) TRACK BRACKETS
(B) VERTICAL TRACK 16 GA <'55 MIN)
GAL V, STEEL
(C) TRACK BRACKET
(D) HEX HEAD LAG SCRE'vJ
(D WHIZ LOCK NUT
(F) TRACK BOLT
(G) TRACK ROLLER
(H) #5 VERT, WALL REINF, FILL CELLS SOLID
(1) 1/2' X 8' PT #2 SYP JAMB
(J) 2X8 PT 'vJOOD JAMB
(K) GARAGE DOOR
(l) TRACK BRACKE T F AS TEN PER MANU, SPEC.
(M) 12' OR 15' RADIUS
(N) JAMB ANGLE (1) REQ'D PER VERTICAL TRACK
I hereby certify
cOMplia-nce with
for 0- 130 Mph
UPTO
I.'a"
NONE
NONE
NONE
DOOR W1DTH
1.'.". 16"".
Ie'll" 111'a"
3 ea. 2-114' 3 ea. 3'
4 ea. 2-114' . ea. 3'
NtA NtA
@
tha-t I
section 1606
wind speed
TABLE #3
LITE AVAILABILITY CHART
DOOR 'MOTH
MAXIMUM UTES
PER SEe TION
4
PRE-CAST
LINTEL
5
DOOR LINTEL
DESCRIPTION
INFORMA TION
UNIFORM SAFE LOAD
PER LINEAR FOOT
REBAR FILLED UNFILLED
DOOR
SIZE
10-8'
12'-0'
12'-8'
14'-0'
16'-0'
18'-0'
20'-0'
22'-0'
LINTEL
SIZE
12' -0'
14'-8'
15'-4'
17'-4'
19'-4'
21-4'
22'-0'
24'-0'
8'O..WI(I"
10'0' . 11'10'
12'0'.13'10'
14'0'.15'10'
111'0' - 111'2'
LINTEL INFORMATION
UNIFORM SAFE LOAD
PER LINEAR FOOT
REBAR FILLED UNFILLED
LINTEL INFORMATION
UNIFORM SAFE LOAD
PER LINEAR FOOT
REBAR FILLED UNFILLED
DOOR / wINDOw
DESCRIPTION
DOOR / wINDOw
DE SCRIPTION
6
1
LINTEL
SIZE
4'-0'
4'-0'
4'-6'
5'-4'
6'-6'
7'-6'
9'-4'
11'-4'
DOOR
SIZE
2'-6'
2'-8'
3'-0'
4'-0'
5'-0'
6' -a'
8'-0'
10'-0'
8
6408lbs
6408lbs
4815lbs
3744lbs
3260lbs
2887lbs
1747lbs
1483lbs
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1875lbs
1875lbs
1860lbs
1575lbs
1565lbs
1550lbs
1025lbs
800lbs
NOTE:
LINTEL
SIZE
2'-lOv
3'-6'
4'-0'
4'-6'
5'-4'
5'-10'
6'-6'
7'-6'
9'-4'
10-6'
DOOR
SIZE
1'-6'
2'-2'
2'-8'
3'-2'
4'-0'
4'-6'
5'-2'
6'-2'
8'-0'
9'-2'
5314lbs
5120lbs
6408lbs
4815lbs
3744lbs
3744lbs
3260lbs
2887lbs
1747lbs
1333lbs
2025lbs
1950lbs
1875lbs
1860lbs
1575lbs
1743lbs
1565lbs
1550lbs
1025lbs
922lbs
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
1-#5
2-#5
2-#5
2-#5
2-#5
750lbs
563lbs
510lbs
387lbs
289lbs
293lbs
279lbs
226lbs
1304lbs
911lbs
911tbs
911lbs
823lbs
879lbs
857lbs
716lbs
FDLLOwONG INFORMATION wAS SUPPLIED BY CAST CRETE,
15# ASPHALT FELT
UNDERLAYMENT
METAL DRIP EDGE AT RAKE
APPLIED OVER UNDERLAYMENT
USE ONLY ENOUGH NAILS TO HOLD
UNDERLAYMENT IN PLACE UNTIL
SHINGLES ARE lAID
ALL LINTELS SHALL BE INSTALLED PER MANUF,
RECOMMENDA T IONS
ROOF SHEATHING NAIL INTERIOR
ad NAILS <RINGSHANK> 6' O,C,
ROOF SHEATHING NAIL @ EDGES
ad NAllS <RINGSHANK> 4' D,C,
METAL DRIP
APPLIED
OVER SHEATHING
---
---
~---------
--
--
-----~--
---
---
---
ROOF UNDERLAYMENT APPLICATION
TYPICAL FOR GAF/LANDMARK SHINGLES EiC.
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \.lITH
THE APPLICABLE PROVISlDNS OF SECTION 1507, FBC, 2001
2. FOR ROOF SLOPES 2:12 UP TO 4:12 UNDERLAYMENT SHALL BE
A MINIMUM OF 2 LAYERS APPLIED AS FOLLO\.lS: <SEE ABOVE>
FBC 1507.3.8,1
3, FOR ROOF SLOPES 4112 OR GREATER UNDERLAYMENT SHALL BE A
MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLO\.lS:
STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE
FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED
SUFFICIENTL Y TO STAY IN PLACE UNTIL SHINGLES ARE LAID,
FBC 1507,3.82
4. DRIP EDGE: DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES
OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES
EAVE DRIP EDGES SHALL EXTEND 1/4' BELO\.l SHEATHING AND EXTEND
BACK ON THE ROOF A MINIMUM OF 2 INCHES, DRIP EDGE SHALL BE
MECHANICALL Y FASTENED A MAX,IMUM OF 12' ON CENTER.
FBC 150738,3
ASPHALT CEMENT
ROOFING APPLICATION
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \.lITH THE
APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE
MANUFACTURERS INSTALLATION INSTRUCTIONS,
2. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF
2:12 DR GREATER. FOR ROOF SLOPES FROM 2:12 UP TO 4:12
DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED.
3, UNLESS OTHER\.IISE NOTED, REQUIRED UNDERLAYMENT SHALL
CONFORM \.lITH ASTM D 226, TYPE I, DR ASTM 4869, TYPE 1
FBC 150733
4, SELF ADHERING BITUMEN SHEET SHALL COMPLY \.lITH ASTM D225
OR ASTM 03462,
FBC 15073,4
- .
15# ASPHALT FELT
UNDERLAYMENT
5. ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING,
AND COMPLY \.11TH ASTM D225 DR ASTM D3462.
FBC 150735
6, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
STEEL, ALUMINUM, DR COPPER ROOFING NAILS MINIMUM 12 GA (0,105 INCH
SHANK \.11TH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE
THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' <19MM) INTO THE
ROOF SHEATHING, \.IHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE NAILS SHALL
PENETRATE THROUGH THE SHEATHING,
FBC 1507,3,6
7, ASP HAL T SHINGLES SHALL BE SECURED TO THE ROOF \.lITH NOT LESS FOUR
FASTENERS PER STRIP DR T\.IO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS
OTHER\.I1SE NOTED ATTACHMENT or ASPHALT SHINGLES SHALL CONFORM \.11TH
ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95.
FBe 150?,3,7
METAL DRIP EDGE
AT RAKE APPLIED
OVER UNDERlAYMENT
9' STARTER STRIP OR
COURSE OF INVERTED
SHINGLES
START SECOND COURSE
VITH FULL STRIP MINUS
1/2 TAB
START FIRST COURSE \.11TH
FULL STRIP
found it
2001
ho ve reviewed
of the
zone ( 3
to be in
edition)
this pla-n O-nd
Florida- Building Code)
sec gust )
~ ~)
~ /11 I b1
David
SMith)
W,
P,E,
ENGINEER LICENCE #53608
DAVID CARR
DOGWOOD LANE
D.W.SMIrrI-I, P.E.
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
C'ustam flame Pla'n Service
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHONE: 352.521-0865 FAX: 352-521'0967 [-MAll' zE'phyr2ngte, net
RICK GOLLHARDT - DRAFTSMAN
SPECIFICATIONS
SHEET OF
9 OF 10
DATE
7 OCT 2004
DESIGN/DRAWN CHECKED
R. GOLLHARDT D,W,SMITH,P.E,
SCALE
PART NO,
2004-34
25 YEAR ~ARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
ON 1/211 CDX PL Y~DOD OR OSB (TYP)
PRE-ENGINEERED TRUSS @ 2411 o'C, (TYP)
CONTINIOUS ALUM DRIP EDGE OR GUTTER
lX4 PT FASCIA BOARD-- VI'"
114' ALUMINUM SDrrIT~
DECORATIVE CEMENTUOUS FINISH
PRE-CAST CONC SILL 8x ~INDO~ (TYP)
#5 VERT IN FILLED CELLS
8# CONC BLOCK ~ALL ~/#5 STEEL REBAR CONT FROM FOOTING TO
THE TIE BEAM ~ 1611 90 DEGREE LEG IN THE BEAM
#5 DO~EL TO MATCH VERTICAL REINF ~ 12511 MIN LAP
4"X411 INSPECTION PORT AT EACH FILL CELL (TYP)
8/-0'
25 YEAR VARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
ON 1/28 CDX PL YVOOD DR OSB (TYP)
SHEA THING SHALL BE NAILED V I 8d NAILS @ 6' D,C,
@ EDGES AND 8' D,C, MAX, IN THE FIELD, USE 1/2' STEEL PL YCLIPS,
RIDGE VENT AS REQUIRED
ENGINEERED TRUSS @ 2411 O,C, (TYP)
2X4 VOOD SUB VITH ALUMINUM SOFFIT AND FASCIA TRIM
12' O,H,
DECORATIVE CEMENTUOUS FINISH
::::
C)
I
.....
CO
#5 DOVEL TO MATCH REINF FROM FOOTER ~/2511 MIN LAP
41'X41' INSPECTION PORT AT EACH FILL CELL (TYP)
4'
1/211 CEILING TYPE GYPSUM BOARD
R-30 BATT INSULATION (MIN) ATTIC SPACE
OPTIONAL
USE (1) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS
LOCATION; EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES
VITH 10d X 1 1/211 NAILS
SINGLE BOND BEAM VITH (1) #5 REBAR CONTINIOUS
TIED TO ALL VERTICAL RODS
16/1 X 121/ MONOLITHIC SLAB
411 THICK ~ITH 6X6 10110 VVM REINF 8< VAPOR BARRIER
FIBERMESH CAN BE SUBSTITUTED OVER
STANDARD 90 DEGREE BEND wITH 258 LAP MINIMUM
CLEAN COMPACT TERMITE TREATED SOIL
R-19 BATT INSULATION (MIN)
1/211 GYPSUM wALLBOARD
TYPICAL wALL SECTION
SCALE 2,5X
SIMPSON HETA20 0890# UPLIFT)
8HX8H KNOCK-OUT BLOCK V/#5 REBAR CONT
gHXgv PRECAST CONC LINTEL
@ ~INDO~ & DOOR OPENINGS
VOOD DR ALUM VINDOw CTYP)
REFER TO PLAN FOR SIZE 8x TYPE
MARBLE SILL
ENGINEERED TRUSS a 24' DC, <TYP)
SINGLE BOND BEAM 'WITH (l) *5 REBAR
TIED TO ALL VERTICAL RODS
1/211 GYPSUM ~ALLBOARD ON ~OOD FURRING STRIPS
~I FOILED FACE SYPROFOAM BOARD
4" CONS SLAB ~ITH 6X6 10/10 ~~M REINF & VAPOR BARRIER
FIBERMESH CAN BE SUBSTITUTED
D ETA I L II B II
use: (l) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS
LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT, fILL ALL NAIL HOLES
'WITH IOd X I 1/2' NAILS
SIMPSON VTC RATED ~05~ UPLIFT
VALLEY TRUSS CLIPS
10' SQUARE BLOCK ~
..
C)
I
,
CO
..
~
I
,
CO
*5 OOYEL TO MATCH RElNr fROM fOOTER "'/25' MIN LAP ""
+. I"" .'
~.. .~. 1&-':"'''-:;' '!.;.~:.
:..;:'0'
.:.; :t~
~ fi1'
I
..
~
STANDARD 90 DEGREE BEND "'ITH 25' LIIP MINI~~
STANDARD 90 DEGREE BEND ~ITH 25v LAP MINIMUM
CLEAN COMPACT TERMITE TREATED SOIL
TYPICAL wALL SECTION
SCALE 2,5X
D ETA I L II A II
I hereby certify th() t I h() ve reviewed this pl()n ()nd found it to be in
cOMpli()nce with section 1606 of the Florid() Building Code; 2001 edition;
for () 130 Mph wind speed zone ( 3 sec gust )
Do- vid W, SMith; P,E,
f
~1,(~1
ENGINEER LICENCE #53608
~... ~.
,
..--<
P D R C H D ETA I L II C /I
TYPICAL wALL SECTION
DAVIn CARI~
DOGWOOD LANE
D.-W.SMlr-I~I-I~ P.E.
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 5360B
Custom flame Plan Service
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHONEI352-521-0865 FAXI352-521-0867 E-MAILI zpphyr27@gtt', r'\t't
RICK GOLLHARDT - DRAFTSMAN
SPECIFICATIONS
SHEET OF
10 Dr 10
SCALE DATE
1 4"= 1 FT 7 OCT 2004
DESIGN/DRAWN CHECKED
R, GOLLHARDT D,W,SMITH,P.E,
PART NO,
2004-34