HomeMy WebLinkAboutBIN A-6 PERMIT 3965
ENGINEER/S
NOTES:
1.
2,
3,
4.
5,
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'I
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 @
ACCORDING TO THE 2001 EDITION FLORIDA
GAS) ENERGY EFFICIENCY) ACCESSIBILITY)
/
BUILDING)
AND 2002 NATIONAL
PRE-CAST AND PRE-STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS, PRE-CAST LINTELS HAVE
BEEN REVIEVlED AND PLACED BASED ON DESIGN ALLOVlABLE LOAD INFORMA TION PROVIDED BY SPECIFIED PROVIDER, ENGINEER
OF RECORD MUST PROVIDE IN VlRITING ANY CHANGE IN LINTEL MANUF ACTURER, ALL OTHER STRUCTURAL 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 REVIEVI, 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, CONTRACTOR, AS
PROJECT CORDINATOR) SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE ROOFING MATERIAL IS USED AND THAT IT HAS BEEN
INSTALLED PER MANUFACTURER1S SPECIFICATIONS SUCH THAT IT VlILL VlITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY
THE SEALED PLANS,
ALL PRE-ENGINEERED VlOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER, 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
MANUF ACTURER 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 REVIEVlED 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 PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA, TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT
HIB RECOMMENDATIONS, TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERVlISE, DR
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,
ALL ~ORK TO BE COMPLETED
PLUMBING) MECHANICAL) FUEL
ELECTRICAL CODE
10 SQFT
20 SQFT
50 SQFT
100 SQF T
+12,5/ -42.1
+11.4/-38,2
+10,0/-33
+10.0/-29.1
THE ATTACHMENT OF ASPHAL T SHINGLES ON THIS PRODUCT MUST BE IN COMPLIANCE VlITH ASTM D3161 (MODIFIED TO 110MPH) DR M-DC PA 107-95,
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
TERMITE PROTECTION:
A VlEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED
PROTECTION TREATMENT IS COMPLETED, 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 USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR
TO FINAL BUILDING APPROVAL, (FBC-104,2,6)
}t THE TREATMENT CERTIFICATION SHALL PROVIDE THE PRODUCT USED, IDENTIFY OF THE APPLICATOR; TIME AND DATE OF THE TREATMENT, SITE
~LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED TO ESTABLISH A VERIFIABLE RECORD OF
PROTECTION TREATMENT, fA PERMANENT SIGN VlHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT
CONTRACT RENE\JAL SHAtI BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE \JATER HEATER DR ELECTRICAL PANEL, (FBC-104,2,7D
CONDENSATE AND ROOF DOVlNSPOUTS SHALL DISCHARGE AT LEAST 1'0" AVlAY FROM BUILDING SIDE \JALLS, IRRIGATION/SPRINKLER SYSTEMS INCLUDING
ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED wITHIN 1'011 OF THE BUILDING SIDE \JALLS, (FBC-1503AA)
GENERAL NOTES:
TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, VIALL COVERINGS SHALL NOT EXTEND TO VlITHIN 6 INCHES OF THE FINAL GRADE,
EXCEPTIONS: PAINT DR DECORATIVE CEMENTITIoUS FINISH NOT LESS THAN 5/811 THICK ADHERED DIRECTL Y TO THE FOUNDATION VIALL, (FBC-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, (FBC-1816.1,l)
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 INSTALL TIoN OF TRAPS; ETC" SHALL BE MADE VlITH PERMANENT METAL OR PLASTIC FORMS,
PERMANENT FORMS MUST BE OF A SIZE DR DEPTH THAT VlILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT,
(FBC-1816,1.3)
MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER
PLACEMENT; RETREATMENT IS REQUIRED, (FBC-1816.1A)
CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION VIALL MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, SOIL TREATMENT MUST BE
APPLIED UNDER ALL EXTERIOR CONCRETE DR GRADE VlITH 1'011 OF THE STRUCTURE SIDE\JALLS, (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 \JILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE: IIBUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE VlITH THE RULES AND LAVIS OF THE FLORIDA DEPARTMENT OF
AGRICUL TURE AND CONSUMER SERVICES,II
(FBC-1816,1.7)
TERMITE PROTECTION SHALL BE PROVIDED BY FLOOR FRAMIMG OF NATURALLY DURABLE VlOOD PRESERVATIVE TREATED VlOOD, 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 - CONTAINING
MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETVlEEN SLEEVE AND PIPE, (FBC-2302,1.3)
AFTER ALL \JORK IS COMPLETED) LOOSE \JOOD AND FILL MUST BE REMOVED FROM BELO\J AND VlITHIN 1'011 OF THE BUILDING, THIS INCLUDES ALL
GRADE STAKES, TUB TRAP BOXES; FORMS, SHORING DR OTHER CELLULOSE CONTAINING MATERIAL, NO VlOOD, VEGATATION, STUMPS, CARDBOARD, TRASH,
ETC) SHALL BE BURIED VlITHIN 15'0' OF ANY BUILDING DR PROPOSED BUILDING, CFBC-2303.1.4)
\JINDOVl AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR VlINDO\JS AND DOORS
\JILL VlITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING \JIND
PRESSURE AND PROVIDE INSTALLATION INFORMATION VlITH THEIR PRODUCTS,
CONTRACTOR TO INSTALL \JINDOVlS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
MAUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEVI 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 SHOVlN,
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, PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS
AS REQUIRED TO SAFELY COMPLETE THE \JORK,
CAST-IN-PLACE CONCRETE DESIGN AND CONTRUCTION STANDARD -- AMERICAN CONCRETE INSTITUTE, ACI 318-83
NORMAL VlEIGHT REINFORCED CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLO\JS:
FOOTINGS AND SLAB GRADE_______ 3000 PSI
MASONTRY CELL FILL------------ 3000 PSI
ALL OTHER CONCRETE----------- 3000 PSI
REINFORCING STEEL SHALL CONFORM TO ASTM A-165) GRADE 40 MINIMUM,
LAP SPLICES VlHERE REQUIRED SHALL BE A MINIMUM OF 2511 FOR #5 REBAR,
30# FOR #6 REBAR AND 35" FOR #7 REBAR
VlELDED VlIRE FABRIC SHALL CONFORM TO ASTM A185, MINIMUM CONCRETE COVER FOR REINFORCING SHALL
BE AS FOLLOVlS,
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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 VIALL FOOTINGS SLAB ON GRADE AREAS SHALL BE PROOF ROLLED, ALL SOFT SPOTS SHALL BE REMOVED AND REPLACED TO
FINISH GRADE VlITH APPROVED FILL MATERIAL, FILL MATERIAL SHALL BE PLACED IN 6# LAYERS MAX AND SHALL
BE COMPACTED TO A MINIMUM OF 95% OBTAINED BY ASTM D-1557, UNTIL FINAL GRADE IS OBTAINED,
FOOTINGS__________ 3"
COLUMNS___________
FLOOR SLAB
1/2" FOR #5 AND SMALLER; 211 FOR ALL OTHER
1 1/2# FROM TOP OF SLAB
t~/A'''' ..., -j\ r..'VT I,)
.:: ,,-:z..')"" '.~) !.:"..... ~''-t d'.'~
,. ..'.1-- ~---- ~~ v...
- -~ "-'" ''''f'')VDtL.~1!-)- ~
SPLICES IN REINFORCING SHALL BE AS FOLLOVlS:
wELDED wIRE FABRIC_____ 811
REINFORCING STEEL ALL BARS LAP MIN 25'
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DESIGN NOTES:
ALL CONSTRUCTION SHALL BE APPROVED IN ACCORDANCE VlITH FLORIDA BUILDING CODE) OSHA, AISC, AVIS D 1.1 CODES AND ALL
APPLICABLE LOCAL REQUIREMENTS, THE STRUCTURE IS DESIGNED TO COMPL Y VlITH THE 2001 FLORIDA BUILDING CODE, BUILDING BASE
CONNECTIONS SHALL BE PROVIDED AS SHO\JN, ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED \JITH
MA TERIALS EQUAL DR EXCEEDING ORIGINAL RA TINGS,
.-. v.\..~ ::'n.u...L \..u.\ir L Y \\;lTH ALL
,:E: \ /\l..Ll\G CODES, r-WRlDA BU1LDll\G
l 01)[:, 0;A TlO~AL CLECTRlC CODE A.'\1)
CrTV OF ZEPHyR} ;lLLS ORDINA.J\CES
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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 INFORMA TION PRIOR TO CONSTRUCTION,
"
DQ vid W, SMith) P,E,
~ ~(
~ \~Ol
I. '}-'V
DAVID Cl\RR
DOGWOOD LANE
RICK GOLLHAROT - DRAFTSMAN
I hereby certify thO,t I hQ ve reviewed this plQn Qnd found it to be in
cOMplio'nce with section 1606 of the FloridQ Building Code) 2001 edition)
D . W . S M I rI" I-I , P . E .
FLORIDA PROFESSIONAL ENGINEER L[CENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 wALLASTON DRIVE-DADE CITY,FLORIDA 33525
PHONE: 352...521-0865 FAX: 352-521-0867 E-I<1A[L: zephyr27@gte. net
ENGINEER NOTES
STANDARD NOTES
SHEET OF
1 OF 12
SCALE
DATE
JOB NO.
21 FEB 2005
ENGINEER LICENCE U53608
CARR CONSTRUCTION, INC
DESIGN/DRAWN CHECKED
R. GOLLHARDT D.W.SMITH,P.E,
2005-17
MASONRY wALLS:
CONCRETE MASONRY UNIT SHALL BE HoLLo'v/ UNIT MASONRY, IN ACCORDANCE 'v/ITH ASTM C-90 AND SHALL HAVE MINIMUM F'M OF 1500 P,S,I.
MORTAR SHALL CONFORM TO ASTMC-270 AND SHALL BE EITHER TYPE M OR S.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE 'v/ITH ASTMA-615,
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8/1 PLACED AT 8 TO 11 INCH SLUMP AND
HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 P,S,I. ('v/HEN TESTED PER ASTM C-1019)
PROVIDE CLEAN OUT OPENINGS 02 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, 'v/HEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
wINDOw SCHEDULE
SLIDING GLASS DOOR SCHEDULE
SIZE 'v/INDo\.l
CODE MASONRY R.O, SIZE
12 19 7/8/1 X 26/1
13 19 718/1 X 38 3/8/1
14 19 7/8/1 X 50 518/1
15 19 7/8/1 X 63/1
16 19 7/8/1 X 72/1
3212 27 1/4/1 X 26/1
33/2 27 1/4/1 X 38 318/1
3412 27 114/1 X 50 5/8'
35/2 27 1/4/1 X 63'
36/2 27 1/4' X 72/1
22 37 314/1 X 26'
23 37 3/4/1 X 38 3/8/1
37 3/4/1 X 50 5/8/1
~~E 37 3/4/1 X 56 1/4/1
25 37 3/4/1 X 63'
26 37 3/4/1 X 72/1
32 53 718/1 X 26/1
33 53 7188 X 38 3/8/1
34 53 7/8/1 X 50 5/8H
3\.1E 53 7/8/1 X 56 1/4"
35 53 7188 X 63/1
36 53 7188 X 72/1
'v/OOD FRAM R,O, OPENING DEDUCT
1 1/4' FROM 'v/IDTH
1/2H FROM HEIGHT
MULL BARS FOR MOST LO'v/ 'v/IND AREAS
ADD l' PER MULL BAR TO ROUGH OPENINGS
FOR SPECIAL HIGH \.IINDS LOAD AREAS MULL
BAR SIZE MAY VARY, BE SURE TO CHECK
'v/ITH \.IINDO'v/ MANUFACTURER BEFORE
CONSTRUCTION BEGINS,
TIMBER MA TERIALS:
ALL TIMBERS MA TERIALS SHALL BE AS FOLLO'v/S:
LUMBER UTILIZED IN BOTTOM PLATE; TOP PLATES; POST! STUD PACKS AND BEAMS SHALL BE #2 YELLO'v/ PINE (OR BETTER),
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER), ALL OTHER STUDS SHALL BE 'STUD GRADE/I
SPRUCE SPACE 16H O,C" ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'-08 AND NAILED 4/1 O,c, \.II 12d COMMON NAILS,
EXTERIOR \.IALLS SHALL BE CONSTRUCTED 'v/ITH 1/211 PL Y'v/oOD OR 7/16' O,S,B, C2-M-'v/ RATING) NAILED 'v/ITH 8d NAILS SPACED AT
3' 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'-0/1 'v/IDE DR LARGER STRAP HEADER BEAM TO THE HEADER STUDS \.11TH SIMPSON LSTA24 STRAP TIES AT EACH END
OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION \.11TH SIMPSON HTT16 TENSION TIE.
INTERIOR STUD wALLS TO BE OF 2X4 #2 SPRUCE OR BETTER wITH SINGLE 2X4 P,T, PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE wITH
STUDS SPACED MAXIMUM 2411 O,C, wALLS TO HAVE 1/2H GYPSUM BOARD EACH SIDE! wITH wALLS AT GARAGE TO HAVE MIN R-11 INSULATION,
ANCHOR \.IooD SHEAR 'v/ALLS SEGMENTS TO FOUNDATION wITH SIMPSON LTT20B TENSION TIE AT EACH END OF \.IALL SEGMENTS AND AT ANY
wALL SEGMENT INTERSECTION (BUILDING CORNERS),
ANCHOR TRUSS 'v/ooD BEARING LOCATIONS AS FoLLO'v/S:
ROOF UPLIFTS OF 905# AND LESS USE (1) SIMPSON H10 HURRICANE TIE
ROOF UPLIFTS OF 1450# AND 905# (1) SIMPSON HTS20 T'v/IST STRAP,
TRUSSES:
IF THE CONTRACTOR! TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONAL REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOwN ON THESE
PLANS! THE ENGINEER OF SIGNATURE IS REQUIRED TO REVIE'v/ ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE wITH THE DESIGN
STRUCTURAL SHEATHING AT ROOF:
15/32/1 CDX SHEATHING SHALL BE NAILED wi 8d NAILS @ 6' O,C, @ EDGES AND 811 O,C, MAX, IN THE FIELD, USE 1/2/1 STEEL PL YCLIPS,
DRAFTSTOPPING:
IN SINGLE FAMIL Y D'v/ELLINGS! DRAFTSToPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMING MEMBERS) IN FLOOR I CEILING ASSEMBLIES SEPARATING
USEABLE SPACES, DRAFTSToPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR I CEILING ASSEMBLEY IS BROKEN UP INTO TwO OR MORE APPROXIMATED
AREAS wITH NO AREA GREATER THAN 500 SQ, FT.
ATTIC ACCESS:
ATTIC SPECES SHALL BE PROVIDED wITH AN INTERIOR ACCESS OPENING NOT LESS THAN 2211 X 3611, ACCESS OPENING SHALL BE ACCESSIBLE AND PROVIDE
wITH A LID OR DEVICE THAT IS EASIL Y REMOVED DR OPENDED, wHEN MECHANICAL EQUIPMENT IS INSTALLED IN THE ATTIC! IT SHALL BE INSTALLED IN
ACCORDANCE wITH MECHANICAL CODE, ACCESS IS NOT REQUIRED wHEN A CLEAR HEIGHT OF THE ATTIC SPACE! MEASURED AT THE ROOF PEAK IS LESS THAN 2411,
5/0X6/8
6/0X6/8
8/0X6/8
9/0X6/8
10,OX6/8
12/0X6/8
16/0X6/8
60H X 808
72" X 80/1
96" X 80/1
10811 X 8011
12011 X 8011
14411 X 8011
19211 X 808
ABOVE IS UNIT SIZE, ADD 1 3/48 TO wIDTH
AND 1/1 TO HEIGHT FOR MASONRY R,O,
AND MINIMUM 1/4H TO wIDTH AND 1/4H TO
HEIGHT FOR FRAME CONSTRUCTION
HALF CIRCLE wINDOwS
1/2 'v/IDE
2 'v/IDE
3 wIDE
DBL 2 wIDE
DBL 3 wIDE
27 1/411 X 13 5/811
37 1/411 X 18 7/811
53 7/8/1 X 26 15/1611
75 11211 X 37 3/48
107 3/411 X 53 7/8/1
ADD ABOVE TO HEIGHT OF wINDOw
PLUS MULL, SEE YOUR MANUFACTURER
FOR EXACT MULL THICKNESS THAT wILL
BE USED FOR YOUR OPENING
PLUS ALLO'v/ FOR FRAMING ABOVE 'v/ITH
A MAXIMUM 1/411 SHIM SPACE FROM THE
wOOD FRAMING TO THE FRME OF THE
wINDOw
NOTE: ACTUAL R,O, OPENINGS SIZES MUST BE
VERIFIED BEFORE CONSTRUCTION BEGINS,
ALL FASTENERS TO wOOD DR BLOCK MUST
PENETRATE FRAME OF wINDOw AND IN TO
THE wALL MINIMUM 11/4//1
EXTERIOR DOOR SCHEDULE
INTERIOR DOOR SCHEDULE
MASONRY R,O,
33 5/8H X 838
35 5/8H X 8311
39 5/8H X 8311
64 9/1611 X 83'1
68 9/16/1 X 838
79 9/168 X 8311
32 5/8H X 8311
35 5/8H X 83/1
39 518" X 83'
64 9/16/1 X 8311
68 9/16/1 X 83/1
79 9/16H X 83'1
13 9/16/1 \.IIDE
SAME HEIGHT
AS DOOR UNIT
15 9/16/1 \.IIDE
SAME HEIGHT
AS DOOR UNIT
ADD SIDELIGHT MEASUREMENT PLUS 1/411
TO DOOR UNIT SIZE TO ACHIEVE R,O,
STRUCTURAL PANELS
NOTE: 1/211 PLYwOOD OR oSB STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND THE BOTTOM PLATE
Ro'v/S OF 10d NAILS @311 o,C, @BoTH MEMBERS OF DBL TOP PLATE AND DBL ROw 10d @3' O,C, @ BOTTOM PLATE. NAIL Ro'v/S SHALL BE 1/211 MINIMUM FROM EDGE OF PLATES
PANELS SHALL HAVE NAILS AT SPECIFIED SPACING OF 3" O,C, @ EDGES AND 6/1 MAX IN FIELD (NAIL PATTERN AS SPECIFIED PROVIDES 850#/LINEAR FT)
NOTE: wHERE wINDOwS OR DOORS INTERRUPT THE wOOD STRUCTURAL SHEA THING AND 'v/ITHIN 4 FT OF EACH CORNER AND BOTH SIDES OF 'v/INDOw AND DOOR
OPENINGS USE SIMPSON DSP AT ALL CONNECTIONS OF STUDS TO TOP PLATE ~ AT ALL STUD TO PT 2/1x48 BOTTOM PLATE CONNECTIONS APPLIED PER SIMPSON SPECIFICATIONS
(SIMPSON DSP RATED 825# UPLIFT)
EXTERIOR OPENINGS:
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 olS
5/0X6/8 OIS
5/4X6/8 OIS
6/0X6/8 OIS
1211X 6/8
SIDELIGHT
IT \.IILL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE 'v/INDO'v/S AND DOORS ARE INSTALLED AS PER THE MANUFACTURERS
ENGINEERED DRA'v/INGS AND THAT A COpy OF SAID DRA'v/INGS ARE ON THE JoBSITE AT THE TIME OF
INST ALLA TION.
FRAMING INSPECTION:
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING
THE FRAMING INSPECTION, (FBC 105,6)
FOUNDATION INSPECTION:
14'X 6/8
SIDELIGHT
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S
USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A SPRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
EXTERIOR wINDOwS & DOORS:
PLANS ILLUSTRATE THAT ALL EXTERIOR 'v/INDO\.lS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE 'v/ITH ANSI/AMMA/N'v/'v/DA 101/1$2 STANDARD
AND BEAR AN AMMA DR 'v/DMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY, CFBC 1707.4,2,1)
PLAN DETAILS ILLUSTRATE THAT ALL EXTERIOR 'v/INDO'v/S AND DOORS! SHALL BE ANCHORED PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURE SPECIFIED, CFBC 1707.4.4,1)
PLAN DET AILS ILLUSTRA TE THA T ALL EXTERIOR 'v/INDo'v/S AND DOORS \.IHERE BUCK THICKNESS IS LESS THAN 1 1/28 INCHES1 SHALL BE ANCHORED THROUGH
THE JAMB INTO THE STRUCTUAL SUBSTRATE, (FBC 1707.4.4,2)
PLAN DETAILS ILLUSTRATE THAT ALL EXTERIOR \.IINDowS AND DOORS \.IHERE BUCK THICKNESS IS 1 1/2H INCHES OR GREATER! THE BUCK MUST BE ATTACHED IN A MANNER THAT
TRANSFER THE LOAD DIRECTL Y TO THE STRUCTURE, wINDOwS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE wOOD BUCK, CFBC 1707.4.4,2)
PLAN DETAILS ILLUSTRATE THAT THE wINDOwS BUCK SHALL EXTEND BEYOND THE INTERIOR LIP OF THE wINDOw, CFBC 1707.4.4,2)
PLAN DETAILS ILLUSTRATE THAT MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED DR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS
TO THE ROUGH OPENING SUBSTRA TE, CFBC 1707.4,5.1 - 1707.4,5.4)
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,
188 X 81 1/2/1
20H X 81 1/2/1
228 X 81 1/28
2611 X 81 112"
30/1 X 81 112/1
3211 X 81 112"
348 X 81 1/2H
39' X 81 1/2"
51/1 X 81 112'
63" X 81 1/2/1
6711 X 811/2/1
75' X 81 1/2/1
ALL OPENINGS ALLO'v/ FOR 3/4H BUCK
ON EACH SIDE OF DOORS 'v/ITH 1/4/1 SHIM
EACH SIDE AND 3/4/1 AT TOP \.11TH 1/4/1
SHIM, THESE OPENINGS HA VE TO BE
EXACT AND PLUMB TO MEET FLORIDA
BUILDING CODE 2001 SPECIFICA TIONS
FOR wOOD FRAME OPENINGS DEDUCT 1 1/2/1
FROM \.IIDTH AND 3/4H 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 CONSTRUCTION,
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)
'--
~
Do. via WI SMith) P,E,
I
\
'V \'V'lI
DAVID Cl\RR
DOGWOOD LANE
D .W . S M I r1' I-I , P . E .
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTDN DRIVE-DADE CITY, rLDRIDA 33525
PHONE 352-521-0865 FAX 352-521- 0867 E -HA I L: zephyr27@gk net
RICK GOLLHARDT - DRAFTSMAN
SHEET or
ENGINEER NOTES
STANDARD NOTES
2 OF 12
DATE
SCALE
JOB NO.
21 FEB 2005
2005-17
ENGINEER LICENCE #53608
CARR CONSTRUCTION, INC
DESIGN/DRAWN CHECKED
R. GOLLHARDT D.W.SMITH,P.E.
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+21 -26 PSF
19'-4'
~, ~.
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FRONT E1LEV AT/ON
RIGHT ELEV AT/ON
I hereby certify thQt I hQve reviewed this pla-n a-nd found it to be in
cOMpliQnce with section 1606 of the Florida- Building Code) 2001 edition)
for a- 130 Mph wind speed zone ( 3 see gust )
Da- vid w, SMith) P,E,
11\ v'VI v 7
Dl\ VID CARR
DOGWOOD LANE
D.W.S:NlI1rH, P.E.
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom Home Plan Service
9909 ~AllASToN DRIVE-DADE CITY FLORIDA 33525
PH]NE: 352-521-0865 FAX: 352-521-0867 [-MAIL: zt'phyr27@gte. net
RICK GOLLHARDT - DRAFTSMAN
ELEVATIONS
SHEET OF
3 OF 12
SCALE DATE PART NO,
1 4" = 1 FT 2 1 FE 8 2005
ENGINEER LICENCE ~53608
CARR CONSTRUCTION, INC
DESIGN/DRAWN CHECKED
R. GOLLHARDT D.W.SMITH,P.E.
2005-17
14
1'-
40'
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SH 35
6' FRENCH DOORS
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0'
FLOOR PLAN
DAVID CARR
DOGWOOD LANE
D..-W..SMrIT'H, P.E.
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom Home Plan Service
9909 WALLASToN DRIVE-DADE CITY FLORIDA 33525
PHJNE: 352-521-0865 FAX: 352-521-0867 E-MAIL: zpphyr27~gte, net
DRAFTSMAN
RICK GOLLHARDT
I hereby certify tho t I ho ve reviewed this plQn ()nd found it to be in
cOMpliQnce with section 1606 of the FloridQ Building Code) 2001 edition)
1;\ 'v1l \)7
SHEET OF
FLOOR PLAN
4 OF 12
SCALE DATE JOB NO,
1 4" = 1 FT 2 1 FE B 2005
Do. vid W, SMith) P,E,
2005-17
DESIGN/DRAWN CHECKED
R, GOLLHARDT D.W.SMITH.P.E.
CARR CONSTRUCTION, INC
ENGINEER LICENCE ~5360B
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: VAPOR BARRIER OVER CLEAN (f) L() I
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SOIL, VAPOR BARRIDR cr:: I
.. MA TERIAL TO BE LAPPED 0w (f) U
i 6'\J[TH SEAMS TAPED 01 I
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'- TAP ·
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40'
'-1' 14' 1
--- ------------- ---------------------
. INDICATES 1-#5 REBAR IN FILLED CELL FROM
FOOTING TO LENTAL
LOCATED AT EACH SIDE OF ALL VJINDoVJS
AND DOOR OPENINGS, 8' DC MAXIMUM OTHER\.IISE,
SEE FOOTING DETAIL
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6' MIN IMBEDMENT
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GARAGE FLOOR
SLOPE 1'/10' AI,/AY FROM
FROM LIVING AREA
LIVING AREA FLOOR
FOUNDATION SECTION AT
WALL BETWEEN
GARAGE FLOOR/LIVING AREA FLOOR
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NOT E':
FINISH FLOOR SHALL BE 8' ABOVE CRO\.lN OF ROAD
#5 DOWEL TO MATCH VERTICAL
REIN, \.I / 25' MINIMUM LAP
4' CONCRETE (3000PSD VJITH #10
6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED POISON TREATED
SOIL, VAPOR BARRIOR
MATERIAL TO BE LAPPED
6''w'ITH SEAMS TAPED
FIBERMESH MAY BE SUBSTITUTED
(1) 115 VERT IN FILLED CELLS
4' X 4' INSPECTION PORT AT
AT EACH FILL CELL (TYP)
4'
16' X 12' MONOL YTHIC SLAP VJ 1
(2) #5 CONTINUOUS ON CHAIRS
TYPICAL FOOTING
DETAIL
I
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rt l ~LEVATlDN _ )
I~
19'-48
PLUMBING:
ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR,
THE PLUMBING CODE REQUIRES THAT AT LEAST ONE 3D VENT STACK PIPE WILL BE
VENTED THROUGH THE ROOF,
THICKEN SLAB ON EGDE wi 12" SQUARE X 16"
@ CORNERS WI REFORCEMENT RODS (TYP)
8'
0'
IN ACCORDANCE \rJITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATIoN 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,
SEE SHT #10
FOUNDATION PLAN
I hereby certify tho. t I ho. ve reviewed this plQn Qnd found it to be in
cOMpliQnce with section 1606 of the FloridQ Building Code) 2001 edition)
Dl\ VID CARR
DOGWOOD LANE
D"VV"S:MITH, P.E"
FLORIDA PROFESSIONAL ENGINEER LICENSE NUHBER 53608
Custom Home Plan Service
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
P!{INE,352-521-0865 FAX' 352-521-0867 E-MAIL' zt'phyr27@gte, net
\ j;Vl
'1;11
DQ vid 'vj, SMith) P,E,
CARR CONSTRUCTION, INC
ENGINEER LICENCE U53608
!ill
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RICK GOLLHARDT - DRAFTSMAN
FOUNDATION PLAN SHEET OF
5 OF 12
SCALE DATE JOB NO,
1 4"= 1 FT 21 FEB 2005
DESIGN/DRAWN CHECKED 2005-17
R. GOLLHARDT D.W.SMITH,P.E.
POwER
LINTEL
1. POIJERS STEEL BOX LINTELS (PATENT NO, 6367209)
2,
PREFORMED STEEL LINTEL: GALVANIZED 16 GA, THICKNESS (0,0598 INCHES)
AND 18 GAGE THICKNESS <0,0478 INCHES) COIL STEEL AS MANUFACTURED BY
PolJERS STEEL 8. \.lIRE PRODUCTS, INC, STEEL GRADE IS ASH-1 A570
GRADE C (FY=40 KSD, GAL VANIZA TIoN SHALL COMPLY IJITH ASTM A525,
PER SECTION 2104,9,6 OF THE STANDARD BUILDING CODE AND THE FLORIDA
BUILDING CODE, BUT IS, INSTEAD, DEFINED AS A STRUCTURAL ELEMENT,
SECTION 2204,1 OF THE STANDARD BUILDING CODE AND THE FLORIDA
BUILDING CODE. ACCESSORY ITEMS CONSIST OF HORIZONTAL JOINT REINFORCING,
VENEER TIES, ANCHORS, IJIRE FABRIC, THE PolJERS GALVANIZED STEEL LINTEL
COMPLIES 'w'ITH ASTM A570 IJHICH IS THE SPECIFICATION FOR STRUCTURAL
QUALITY STEEL.
SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION
ON NON-CURED MASONRY GROUT, ALL LINTELS GREATER THAN 18'-0' ARE
BUlL T IJITH 1/2' CHAMBER,
3
LINTEL TO BE USED \.11TH CONCRETE MASONRY UNITS HAVING MINIMUM
f'r'! AS SHo'w'N,
4,
STEEL SURFACES IN CONTACT IJITH GROUT AND/OR MORTAR SHALL BE
UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND,
DESIGN BEARING OF PolJERS STEEL LINTELS REQUIRES A MINIMUM OF
8' BEARING FOR ALL LINTELS GREATER THAN 18'-0' IN SPAN DR GREATER
THAN 32' IN DEPTH, ALL OTHER SPANS AND DEPTHS REQUIRE A MINIMUM
BEARING OF 4' AS REQUIRED PER THE STANDARD BUILDING CODE AND THE
FLORIDA BUILDING CODE,
5,
6,
f'r'! = 1500PS[, MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N,
7,
GROUT = 3000PSI. SLUMP RANGE: 8' TO 11', ROD OR VIBRATE GROUT
ADEQUATEL Y TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS),
GROUT SHALL COMPLY \.11TH ASTM C476-83 AND BE EITHER COARSE OR
FINE GROUT, ALL LINTELS SHALL BE GROUT FILLED,
S,
9,
MORTAR: TYPE'S' DR TYPE 'M' 1800PS!.
TOP REINFORCING OR TOP OF IJALL REINFORCING, IS REQUIRED BY
CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO
PROVIDE FOR UPLIFT RESISTANCE AT LINTELS,
ATTACHMENTS TO TOP OF IJALL PER ARCHITECTURAL AND/OR
ENGINEERING DRA'w'INGS,
MASONRY 'w'ALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT, IN THE
CASE THAT THE MASONRY 'w'ALL IS T'w'ICE THE HEIGHT OF A 24' AND
GREATER LINTEL, THE DEAD LOAD IJEIGHT OF THE LINTEL MAY BE
EXCLUDED FROM THE LOAD CALCULATIONS DUE TO THE COMPOSITE
NATURE OF THE LINTEL ASSEMBLY,
10,
11.
A '*5 REINFORCING BAR (GRADE 40) IS TO SET APPRO X, 3' FROM TOP OF
ALL STEEL LINTEL DESIGNS AND IN SOME CASES 3' FROM BOTTOM OF
LINTEL AS SHO\.lN ON LOAD TABLES, TOP HORIZONTAL REINFORCEMENT
IS TO BE A CONTINUOUS TIE AS NOTED IN NOTE "9, IN THE CASE
THAT THE LINTEL IS NOT 'w'ITHIN A COMPOSITE BOND BEAM SYSTEM,
TOP HORIZONTAL REINFORCEMENT IS TO EXTEND 2'-0' PAST INSIDE OF JAMBS,
12,
MANUFACTURER:
POIJERS STEEL PRODUCTS LINTELS
4118 E, EL 'w'OOD PHOENIX, AZ 85040
PH" 602-437-1160 FAX" 602-437-5409
13,
TECHNICAL DATA AND ENGINEERING POIJERS STEEL LINTELS HAVE BEEN
DESIGNED IN ACCORDANCE 'w'ITH THE FOLLO'w'ING:
+ SBCCI SSTD - 1999
+ STANDARD BUILDING CODE - 1999
+ FLORIDA BUILDING CODE - 2001
+ AISI LIGHT GAGE COLD FORMED STEEL DESIGN - 1996
FOR COMPOSITE BEAM HEIGHTS GREATER THAN THOSE PUBLISHED, USE
THE 'SAFE LOAD' VALUES PER LINEAR FOOT, FROM THE NEXT LO'w'ER
HEIGHT TABLE AVAILABLE, ALL TABULATED VALUES INCLUDE A
1/3 INCREASE FOR 'w'IND,
14,
INSTALLATION:
PolJERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE IJITH
STANDARD CONSTRUCTION PRACTICES, SET TO PROPER LINE AND LEVEL,
PLUMB AND TRUE, AND IN THE CORRECT RELATION TO OTHER IJORK.
18 GAUGE ON SPANS UP TO 7'-11',
16 GAUGE ON SPANS 8'-0' AND LONGER,
15,
16,
THIS PRINT IS THE PROPERTY OF POIJERS STEEL 8. \.lIRE, PROFESSIONAL
SEAL VALID ONLY IJHEN FABRICATED BY THE ABOVE, IT IS PROVIDED FOR
PERMIT PURPOSES ONLY, THESE DRAIJINGS ARE FOR USE ON INDIVIDUAL
PROJECTS, USE AS A CITY STANDARD IS NOT ALLo'w'ED, ANY OTHER USE
OR REPRODUCTION IS PROHIBITED IJITHOUT 'w'RITTEN AUTHORIZATION FROM
POIJERS STEEL AND IJIRE,
1~' 1~"
n n
=:r~' ~'r=
UPLIFT LOADS
POwER LINTEL
PSbox8 (7-5/8ff) 8ff DEPTH
TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR
MARK NO, NOMINAL TOT AL FILLED
CLEAR LINTEL (1) #5 TOP
SPAN LENG TH DET AIL vE'
2'-2' 3'-6' 2422
4'-6' 5'-10' 1479
5'-2' 6'-6' 1335
6'-2' 7'-6' 1166
7'-0' 8'-4' 1103
18'-0' 19'-4' 291
FOOT (LBS/FD
FILLED
(1) #5 T8.B
DETAIL 'F'
2422
1479
1335
1166
1103
291
L-2
L-6
L-7
L-8
L-9
L-19
LATERAL LOADS
POwER LINTEL PSbox8 (7-5/8H) 8ff DEPTH
TOTAL SAFE LATERAL LOAD - POUNDS PER LINEAR
MARK NO, NOMINAL TOT AL F ILLE D
CLEAR LINTEL (1) #5 T
SPAN LENGTH DETAIL 'E'
FOOT (LBS/FT>
FILLED
(1) #5 T8.B
DET AIL 'F'
L-2 2'-2' 3'-6' 1584
L-6 4'-6' 5'-10' 950
L-7 5'-2' 6'-6' 853
L-8 6'-2' 7' -6' 739
L-9 7'-0' 8'-4' 1014
L -19 18'-0' 19'-4' 188
1584
950
853
739
1014
188
GHA VITV LOADS
POwER LINTEL - PSbox8 (7-5/8/')
8ff DEPTH FILLED AND UNFILLED
TOTAL SAFE GRAVITY
MARK NO, NOMINAL
CLEAR
SPAN
LOAD - POUNDS PER LINEAR FOOT (LBS/FT)
TOTAL NO FILL FILLED FILLED
LINTEL NO REBAR (1) #5 T 1) #5 T8.B
LENGTH DETAIL'D DETAIL'E DETAIL 'F
L-2 2'-2' 3'-6' 646 4224 4224
L-6 4'-6' 5'-10' 311 2030 2030
L-7 5'-2' 6'-6' 271 1772 1772
L-8 6'-2' 7'-6' 227 1485 1485
L-9 7'-0' 8'-4' 200 1306 1306
L -19 18'-0' 19'-4' 382 382
7~' OR 5~'
7~'
TYPICAL POwER BOX LINTEL SECTION
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7 518'
DETAIL IIFII
I hereby certify that
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LINTEL
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ond found it
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to be in
edition)
DAVID CARR
DOGWOOD LANE
D..W..SMrITH, P.E..
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom Home Plan Service
9909 ~ALLASTON DRIVE-DADE CITY,FLoRIDA 33525
PHONE: 352-521-0865 FAX,352-52]-0867 [-MAIL: zpphyr27@9t~, n~i
FOUNDATION PLAN SHEET OF
6 OF 12
SCALE DATE JOB NO,
1 4" = 1 FT 21 FEB 2005
DESIGN/DRAWN CHECKED 2005-17
R. GOLLHARDT D.W.SMITH,P.E.
RICK GOLLHARDT
DRAFTSMAN
11\1 ~ ~)
Dn via w, SMith) P,E,
CARR CONSTRUCTION, INC
ENGINEER LICENCE #53608
TYPICAL ELECTRICAL RISER DIAGRAM
2' GAL V RISER ~*
200 AMP
METER SOCKET
#4 CU DRIVEN GROUND
RODS 2 EACH 8'-0' APART
3- 2/0 THNN CU FEEDERS
SINGLE PHASE
BREAKER PANEL
\.11TH MAIN
R
c=J c=J
2' GAL V NIPPLE
():
():
CONCRETE ENCASED 'UFER'
ELECTRODE REQUIRED PER
ART 250-50, 2002 NE,C, MUST
BE INSPECTED PRIOR TO CONCRETE
PLACEMENT
SYMBOL
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DESCRIPTION
S\.IITCH
3 \.lAY S\.IITCH
110 V RECEPTICLEO/2 S\.IITCHE 0)
110 V RECEPTICLE
220 V RECEPTICLE
GFI
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RECESSED INCANDESCENT
2002 National Electrical Code
LIGHT FIXTURE
210.63 - Receptacle Placement for A/C
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406.8(B)(1) - Receptacles in Wet Locations
210.8(A)(3) - Outside Receptacle - GFCI Protection
CEILING FAN /LIGHT
210.8(A)(6) - Kitchen Receptacles - GFCI Protection
210.52(A)(1) - Dwelling Unit Receptacle Outlets - Spacing
TELEVISION ANTENNAE PLUG
TELEPHONE JACK
SMOKE /FIRE DETECTOR/ALARM
210.52(C)(1) - Kitchen Receptacle Placement
0:
W()A
ELECTRIC NOTES:
IN ACCORDANCE W'ITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRA TION CODE,
ELECTRICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET
ALL APPLICABLE CODES, THE SYSTEMS DRl'\.IN HEREON ARE BASED UPON THE
HOMEO\.lNERS/CONTRACTORS REQUIREMENTS,
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS ABOVE
COUNTER HEIGHTS AND W'ITHIN 6'-OH OF SINKS SHALL BE GFL (GROUND FAUL T
INTERRUPTER)
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE \.IIRED INTO AN ARC-FAULT
INTERRUPTER HAFI" CIRCUIT,
SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM AND IN HALLW'AYS AREAS
ADJACENT TO BEDROOM AND OTHER LIVING AREAS, SMOKE DETECTOR PER SEC 905,2,5
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I hereby certify thQ 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 Q 130 Mph wind speed zone ( 3 sec gust )
ELE1CT1RICAL PLAN
I
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DAVID CARR
DOGWOOD LANE
D..W..S1V1ITH, P.E..
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom Home Plan Service
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHONE: 352-521-0865 FAX, 352-521-0867 E-MAIL: zpphyr27@gte, net
Do, vid 'vi, SMith) P,E,
ENGINEER LICENCE #53608
CARR CONSTRUCTION, INC
METER BOX
(U (wf )
p 1(0 tp. ~[r3)U '\
~ \19' 1 CR" j{5 J
RICK GOLLHARDT - DRAFTSMAN
ELECTRICAL PLAN
SHEET OF
7 OF 12
SCALE DATE
14"=1FT 21 FEB 2005
DESIGN/DRAWN CHECKED
R, GOLLHARDT D,W.SMITH,P,E,
PART NO,
2005-17
NOTE:
CD
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USE. SIMPSON HETA 20 DR 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 'vi I PHD5 EQUIV, RATED 3835# UPLIFT A T ALL GIRDER
CONNECTIONS TO ~OOD BEAM DR BEARING 'viALL COLUMNS ~TOP PLATES
FASTEN PER MFGR'S SPECS,
USE SIMPSON H10 OR EQUIV, RA TED 905# UPLIFT A T ALL TRUSS TO
~OOD SUPPORT ~ALL DBL TOP PLATES OR ~OOD BEAM CONNECTIONS
USE SIMPSON H10 OR EQUIV, RA TED 905# UPLIFT A T ALL TRUSS TO
~OOD SUPPORT ~ALL DEL TOP PLATES OR ~OOD BEAM CONNECTIONS
NOTE: ADD USP HT~ DR SIMPSON TS20 RATED 1460# UPLIFT
TOTAL UPLIFT RATING=2365#/LATERAL=585#
USE USP LPTA RATED 1250# UPLIFT APPLIED PER MFGR'S SPECS
~ 1<11> 10~xl 1/2 @ ALL GABLE END TRUSS BOTTOM CHORD CONNECTIONS
TO POURED BOND BEAM
ATTACH TRUSSES TO MAIN ROOF ON ENTRY VITH
SIMPSON VTC2 VALLEY TRUSS CLIPS PER SPECS
FOR THE MAX UPLIFT OF 405#,
TRUSS LAYOUT
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HV AC PLAN
I hereby certify thQ t I hQ ve reviewed this plnn nnd found it to be in
cOMpliQnce with section 1606 of the FloridQ Building Code; 2001 edition;
for n 130 Mph wind speed zone ( 3 sec gust )
DQ vid 'vi, SMith; P,E,
METER BOX
1/__-\1
( u )
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o
oru
('! (U
NOTE:
O .
BALANCED RETURN AIR SHALL BE THROUGH THE USE OF
TRANSFER DUCTS, GRILLES OR RETURN DUCTS, <FMC 601.:]
MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE
IN ACCORDANCE \.11TH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODEJ
MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE
RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRA\.IN
HEREON ARE BASED UPON THE HOMEO\.lNERS/CONTRACTDRS REQUIREMENTS,
DI\ VID CARR
DOGWOOD LANE
D."W.SMITH, P.E..
FLORIDA PROFESSIONAL ENGINEER lICENSE NUMBER 53608
Custom Horne Plan Service
9909 ~ALLASTDN DRIVE-DADE CITY FLORIDA 33525
PHONE: 352-521-0865 FA~ 352-521-0867 E-MAIL: zephyr27@gte.net
11 111 OJ
ENGINEER LICENCE #53608
CARR CONSTRUCTION, INC
RICK GOLLHARDT - DRAFTSMAN
HVAC
TRUSS LAYOUT
SHEET OF
8 OF 12
SCALE DATE
1 4" = 1 FT 2 1 FE B 2005
PART NO.
DESIGN/DRAWN CHECKED 2005-17
R. GOLLHARDT D.W.SMITH,P.E.
MASONRY CONSTRUCTION / DBL AND SINGLE DOOR INSTALLATION
L1NTLE OVER OPENING
NOTE:
THE MANUFACTURER OF THE ~NDOWS AND DOOR ARE
TO CERTIFY THEIR PRODUCTS ABILITY TO WITHSTAND THE SPECIFIED
DESIGN WIND PRESSURE RESULTING FROM A 110 MPH
WIND SPEED AND SUPPLY THE CONTRACTOR WITH
INSTALLATION SPECIFICATION DRAWINGS FOR THE WINDOW 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
INST ALLA TION SPECIFICATIONS
BUCK STRIPS
L1NTLE OVER OPENING
L1NTLE OVER OPENING
6.1
MIN. I
f f 6'
I MIN.
4"
MIN.
T APCCDN
I ITAPCON ITAPCON
.3' MAX. 18" MAX. 18"
BUCK STRIPS
!.3:.4PCON
6' 6"
MIN. MIN, I I
3" I .3,,1.3" .3,1.3" MI~.'
+--
-;.
24"
6.1
MIN. I
+--
i
f 6"
I MIN.
-
4'
6"
MIN.
f iff T f
6"
Mltl...
TAPCON
MIN.
T APCON
__ 4-- -..
+--
-
I MI~."I
24'
16"
--
-
--
~
-..
MASONRY CONSTRUCTION / WINDOW INSTALLATION
T APC )N
TAPCON
+--
-
HEAD
8"
T APC )N
--
-;.
.--
--
-
EXTERIOR
BLOCK WALL
+-- -.
c-- __
BUCK STRIPS
EXTERIOR
BLOCK
WALL
1 )
#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 DUQ-SIL
ADHESIVE CAULK OR APPROVED EQUAL. USE LATEX CAULK
OR EQUAL FOR THE PERIMETER SEAL.
CAULK BETWEEN BUCK STRIPS AND MASONRY OPENING
(5) E UAL SPACES
8'-0.
24"
BUCK STRIPS
+-- --
16'
-
2)
(5) EQUAL SPACES
WINDOW
HEIGHT
TAPC<1N
TAPCON
~UCK STF I S
BUCK STRIPS
(5) EQUAL SPACES
J
A
M
B
EQUALL Y
SPACE
ANCHORS
--
-
--
BUCK STF IPS
-
I+---
+--
-
24"
J
A
M
B
24"
3)
6"
MIN.
BUCK STRIPS
.IAE.C ) N
--
--;.
6"
-IAEC 0 N
E-----
+-
-,
--
--
4"
MIN.
4"
6"
MIN.
6'
""J
""
TAP CON LOCATIONS FOR 8' EXT DOORS IN-SWING OR OUT-SWING
THRU 2X BUCK OR 1 X BUCK STRIPS
SINGLE DOOR 6'- 8"
MIN.
SILL
-~ M,~.l-~l
4)
SINGLE DOOR 8'- a"
TAPCON LOCATIONS FOR 6'- 8" EXT DOORS IN-SWING OR OUT-SWING
THRU 2X BUCK OR 1 X BUCK STRIPS
SIN~1 F fJOOR OR fJRI rlOOR
W / SIDELIGHT
6"
THE #8 ANCHOR SCREWS ARE ONLY FOR INSTALLA TIO
WITH A 2X BUCK STRIP WHEN USING A 1 X BUCK STRI
ONLY THE TAPCON ANCHORS ARE RECUIRED.
I TAPCON PLACEMENT FOR 2X BUCK STRIPS I
THIS INFORMATION WAS OBTAINED THROUGH KINCO , LTD. OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254
FROM ENGINEERING PROVIDED FOR THE INSTALLATION OF THEIR PRODUCT. IF OTHER THAN KINCO WINDOWS ARE
INSTALLED THE CONTRACTOR WILL NEED TO OBTAIN THE PROPER INSTALLATION ENGINEERING FROM THE MANUF. OF CHOICE.
rlFSI~N PRFSSlJRE RATING
SINGLE DOOR
POS 67.0PSF NEG. 67.0 PSF
FLANGED WINDOW
\ ?~ Sffil:,,~
~ \/
~ *
1/' / \
/
SINGLE W1TH SIDELIGHTS
POS. 60.0 PSF NEG 60.0PSF
SINGLE HUNG WINDOW SIZES
1/4" MAX. SHIM SPACE
W/LOAD BRG SHIM
DOUBLE W / WO SIDELIGHTS
POS 47.0 PSF NEG. 47.0 PSF
CODE SIZE
WINDOW SIZE
WIDTH X HEIGHT
1.4.0.
1x BUCK STRIPS
1 V 1"1 ,QQII\lr.
WINDOW FRAME JAMB
~,~,~ ,..~" .~~,
L1NTLE OVER OPENING
SH 12
SH 1.3
SH 14
SH 15
SH 16
19 '/8 X 26
19 1/8 X .38 J/8
19 '/8 X 50 5/8
19 1/8 X 6J
19 1/8 X 76
\9 .3/4 X 26
19 .3/4 X 38 J/8
19 3/4 X 50 5/8
19.3/4X6J
19 .3/4 X 76
< 3/15. TAPCON CONCRETE SCREW
Wl111 A 1 1/4" MIN. EMBEDMENT
IMI~.1'
BUCK STRIPS
~1~"1
USE A #8 / 2 1/2" PHILLIPS HEAD WOOD SCREW
A T ALL ARROW LOCATIONS AND ONLY ON 2X BUCKS
WINDOW WIDTH
:>
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
-
-..
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
AT SPACING INDICATED BELOW BASED ON TOTAL
ROUGH OPENING SIZE.
L-- EXTERIOR BLOCK WALL
t
14" t
MAX.
13.1 3' 3.1 3.f
f
14" i
MAX.
-.
,
SH 3.3/2
SH 3.3 /2
SH .34/2
SH 35/2
SH 36/2
26 1/2 X 26
26 1/2 X J8 .3/8
26 1/2 X 50 5/8
26 1/2 X 63
26 1/2 X 76
271/8 X 26
27 1/8 X 38 .3/8
27 1/8 X 50 5/B
27 1/8 X 63
271/8X76
#8 ANCHOR WOOD SCREW
1 1/8" MIN. EMBEDMENT
---
SH22
SH 23
SH 24
SH I2WE (EGRESS)
SH 25
SH 26
J7 X 26
J7 X 38 .3/8
J7 x 50 5/8
.37 X 57 3/4
.37 X 53
37 X 76
.37 5/8 X 26
37 5/8 X 38 .3/8
37 5/8 X 50 5/8
J7 5/8 X 57 3/4
37 5/8 X 6J
37 5/8 X 76
-
-..
MAXIMUM
OPENING
HEIGHT
5' - 4"
MAXIMUM
OPENING
WIDTH
T -NAIL SPACING
A T TOP AND
SIDES
MASONRY WINDOW INSTALLATION wi 2X BUCK STRIPS
EXTERIOR
BLOCK
WALL
0>-
-'"
7' - 0"
3' - 1"
6' - 4"
12" OC
9" OC
6" OC
SH .32
SH 33
SH 34
SH 13WE (EGRESS)
SH 35
SH 36
53 1/8 X 26
5.3 '/8 X 38 3/8
5J 1/8 X 50 5/8
5.3 1/8 X 57 J/4
5J 1/8 X 63
5J 1/8 X 76
53 3/4 X 26
5J 3/4 X .38 .3/8
53 .3/4 X 50 5/8
53 .3/4 X 57 .3/4
5J J/4 X 63
53 3/4 X 76
BUCK STRIPS
8' - 1"
12' - 0"
6" OC
1/4" MAX. SHIM SPACE
W/LOAD BRG SHIM
/ BUCK STRIP
fil\l 1"11\l1<:l-l
.~) EQUAL SPA ES
llU:K STRIPS
7' - 0"
12' - 0"
-
->0
USE A MIN OF (3) T -NAILS PER EACH BUCK STR IP
ADD 1 1/2" TO WINDOWS ROUGH OPENING SIZE \'MEN
USING 2X BUCK STRIPS AND FLANGm WINDOWS
WINDOW FRAME JAMB
\
1 V "'RR'NG
011'''''1 ,.,~" ,~M
1
< '1'1\. TAP CON CONCRETE SCREW
Wl111 A 1 1/4' MIN. EMBEDMENT
-
->
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
INST ALLA TION INSTRUCTIONS FOR THE DOORS OF CHOICE.
111E WINDOWS SPECIFIED ON THIS PLAN ARE BASm OF THE SIZES IN THIS
CHART. IT IS THE BUILDERS RESPONSIBIUlY TO VERIFY THAT THE SIZES
OF THE WINDOWS OF CHOICE ARE 111E SAME OR AllOWANCES MADE
\'MEN FRAMING IN THE ROUGH OPENINGS.
FLAW-''-'' ...."'^..,
L
r
EXTERIOR BLOCK WALL
DOUBLE DOORS
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.
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL,
NEC. AND ALUMINUM.
WINDOW W1DTH
:>
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
THERMA- TRU IN-SWING / OUT-SWING DOOR MASONRY SYSTEM
ALL OF THE PRODUCTS SPECIFIED ON THIS
DRAWING OR ANY OTHER PAGE IN THIS PLAN
MA Y BE REPLACED WITH THOSE OF GREATER
OR EQUAL VALUES.
MASONRY WINDOW INSTALLATION W/ 1X BUCK STRIPS
DOOR AND Vv1NDOW 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 INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS.
I hereby certify that I have reviewed this plan and found it
cOMpliance with section 1606 of the Florida Building Code; 2001
for Q 130 Mph wind speed zone ( 3 sec gust )
to be in
edition;
Do vid 'W, SMith; P,E,
~~'v7
Dl\ VID CARR
DOGWOOD LANE
D.."W..S:MITH, P.E..
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom Home Plan Service
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHJN[: 352-521-0865 FAX, 352-521-0867 [-MAll: zE'phyr27@gtt', nt't
RICK GOLLHARDT - DRAFTSMAN
SPECIFICATIONS
SHEET OF
9 OF 12
ENGINEER LICENCE ~53608
CARR CONSTRUCTION, INC
DATE
21 FEB 2005
DESIGN/DRAWN CHECKED
R. GOLLHARDT D.W.SMITH,P.E.
2005-17
SCALE
PART NO,
_':.7:.L:;Q
STEELBALL ~ ~ ENOSTILES:
BEA~NGROlLE~ ~ ~--u~~::~~~-~~uH-u-u_.J
i\---------------?t II i\---------------?t II :r.:-.:-.:-.:-.:---
II 1\1111 1111 11
II 111111 1,1'11
~_-_-_-_-_-_-_-!J:: ~-------------~ll!t-:.:-.:-.:---.:-
. --------_>l,,---------I'~ -------
, ;c.:::::::~" ,,;c.:::::::~iIi.::--::::.--:.f
1.------11::11 ------ 11::11 -----
II "11" CDP38 "1111
:: nun Jill:: _==-_ Jill:: __n
c____ - --"'~ ~c__ ---- -"'~tf"-----
---------. .--------- -----
. ,
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;:::::::~'''~:::::::;~11;;;==7-1
',..------"II,r------"', ,r---
:: d..:, IltI~i
MOOEL': 3154, 3155
o 3154: RAISED PANEL
o 3155:FlUSHPANEL
SECTION TYPE:
TONGUE S GROO'v'E
VINYl. TOP SEAl:
DYES (OI'TlON)
o NO
~VEXPANOEOPOl,(.
~ STYRENE INSUUTlOM:
R=5,8, Us,18
-
, -
, : /OPTIOPCAL JOINT SEAl:
DYES
o NO
it~
.. t1~: SKJPC kV.TERlAI.:
:k 21 GA. PRE-PAINTEO EXTERIOR
" 0 RAISED PA.'1EL
.. 0 flUSH PANEL
~"" 30 GA. PRE-PAINTED WHITE INTERIOR
~.,..
~ ,..
CENTER HINGE: ____
14 GA. <
)!__--n--~ II ~u-u-~ 1:/:-- J
_:::::::.lIk_:::::::_ t~---
I . ~:-:-:-:-:-:_:ii~ r~:-:-:-:-:-:-:ii If~,;i
TYP. II 1,1'11 11'111
SECTION II 111111 II' 'II
L ~_-_-_-_-_-_-_-!J: : ~_-_-_-_-_-_-_-!J: : !t__-
. --------->l,,--------:t-f,-
. ---------""--------:~:
i\---------------?t I I i\---------------?t I I ~
II 1:;:1: 1:::1:
ii ______ Jlll" uuu 11:iW
~~~------"',;k~:::::::~~~1
I (--- BOTTOM BRACKET: I
12 GA MINIMUM
DOOR W1O~
!ll ~ ./'" REINfORCING STRUTS:
~ SEE TABlE #4
o NONE
o 2 1/4' STRUT
o 3' STRUT
~""
~ --
:, ____ AIRCRAFT CABlE:
, ___ 1:1 SAFETY FACTOR
" ~ aOT'ttJfII ASTRAGAI.:
J L 0 3112' (STANDARD)
o 7' (OPTIONAL)
1.3/8'
= Glopay :r
BUILDING PRODUCTS ~RCH:
COMPANY
lXXT:
r
I
I
I
MOOEL'"
aTY:
;- BACKUP Pt.ATES:
19 GA. GALV,
I
ILJ
/ R
/ ~
CFl38
/
R
~
R
~
R
~
fi
I
rYP,
PANEL
1;r' II 1.117' WlNCOW UTE
SEE TABLE "3
I~"II
WINOOW FRAME CONSIST OF
AN EXTERIOR FRAME AND AN
INTERIOR RETAINER. MADE OF
CELLUlAR PVC EXTRUSIONS
TOP BRACKET:
12GA.
~~-
'"
."
..;,.
____ ROlLER HINGE:
Il'l /V~ 14GAMIN.
I'"
~
l-
X
~
W
X
8
o
MODEL #5 3154, 3155
TABLE #1
SECTION CHART
TABLE #2
PANEL CHART
TABLE #3
LITE AVAILABILITY CHART
DOOR HEIGHT
NUMBER
OF seCTIONS
4
5
8
1
8
9
10
NUMBER
OF PANELS
3
4
5
8
1
8
14'0'.15'10'
DOOR WIO~
DOOR WIOni
6'0' - roo
7'6' - 8'9'
9'0" -10'6"
10'9' -12'3'
\2'6" - 14'0'
14'3' -15'9'
16'0'
6'0" .rO'
8'0' - 9'10'
10'0" -I 1'10'
12'0" - 13'10"
14'0' .1510"
16'0" - 18'2'
8'0' -9'10"
10'0' - 11'10"
12'0"-\3'10"
16'0".18'2'
NOTE: DOOR HEIGHTS AVAIlABLE
IN 3" INCREMENTS (NOT
AVAIlABLE IN r3" HEIGHT)
__ LOCK:
f" "'-
r.: ~ 0 INSIDE SlOE
o KEYED CYliNDER LOCK
o NONE
11-
EXTERIOR
COlOR:
o WHITE
o BROWN
o ALMOND
o SANOTONE
o HUNTER GREEN
o GRAY
GlAZING OPTlOMS:
o SOliD. NO GU.ZlNG
0118"058
o 118" PLEXlGtASS
SECTIONS TO GlAZE:
DOOR WlDn+.
, OF seCTIONS HIGH
(SEE TABLE '1)
, OF PANelS WDE
(SEE TABLEn)
DOOR HEIGHT;
A MINIMUM OF 2X6 PINE GRADE LUMBER
AROUND DOOR OPENING ATTACHED ~ITH (4)
1/2H X 6H LAG BOLTS SPACED EQUALLY
EACH SIDE AND 24" O,C, ACROSS TOP,
DOOR W'IDTII
PENING W'IDTII
UFTlNG CABlES, PRE-FORMED GALVANIZED
AIRCRAFT-TYPE CABLE SAFETY FACTOR 5,1
MIN,
""
'""
~
III
-
./
'"
GARAGE DOOR DETAIL
CD (SIM)
SCALE 2X
112' X 6' EXPANSION Ba.. TS
- CORROSION RESISTANT (5)
BOLTS SPACED EQUALLY AND
24' D,C. ACROSS TOP
-..,..,
-- I "
-F
..
U I
(\J
o
~
"
..
Q\
OPENING HEftiHT
>>~
v
..
(\J
r
_L- t
TYP, TRACK
@) INST ALL A TION
....
I
M
@
o
o
PANELS TO GlAZE:
TORSION SPRING
COUNTERBALANCE
CABLE
DRUM
t-:-
I
LJ
~
W
I
LJ
Z
~
Z
W
0....
I'
i\
I
I I
L 2 3/4'
END STYLE
..
TABLE #4
REINFORCEMENT CHART
DOOR HEKiHT
UP 10 10'0"
UP TO
14'2"
NONE
NONE
NONE
DOOR ,,",Oni
14'4"- 16'4"-
16'2" I 8';r'
3 ea. 2-114" 3 ea. 3'
4 ea. 2-114' 4 ea. 3"
10'3" 10 14'0'
14'3' to 16'0'
N/A NIA
SHEET 'M-9'
= Glopay
BUILDlNG PRODUCTS
COMPANY
DATE:
810 "
PAGE
at
REV, .k.ly, 2002
Q)
/\
./
(., ,::1 :"J ~'~ " ,J --c
, . '.' .'",) X
/; u
JTh
@
CD
K
L
G)
TYP, GARAGE DOOR AT T ACHMENT
DET AIL
[ 1 1/2'
I I
r ..
I I
~~
d~"
!A ><::: I
~
D
@
G
C
c
8i1
~'"
@
2 114'
CENTER STYLE
(MUNTINS)
~ TYP, GARAGE DOOR JAMB
GARAGE DOOR
VELOCITY / FLOOD ZONES
1) HYDROSTATIC PRESSURE EQUALIZERS MUST BE
INST ALLED BY DOOR MANUFACTURER SUCH AS VENTS, ETC,
2) GARAGE AREA HAS BEEN DESIGNED AS AN 'OPEN
STRUCTURE' EXCEOT ROOF TRUSSES 2001 SBC / SECTION
1606,
3) MINIMUM HURRICANE ANCHORS SIMPSON TS12 \J 1(0) 16cl
I 665# UPLIFT,
@
TYP, GARAGE DOOR VELOCITY / FLOOD
ZONES
(A)
(B)
(C)
(D)
(E)
(F)
(G)
(H)
(1)
(J)
(K)
(l)
(M)
(N)
TRACK BRACKETS
VERTICAL TRACK 16 GA <'55 MIN)
GAL V, STEEL
TRACK BRACKET
HEX HEAD LAG SCRE\J
'w'HIZ LOCK NUT
TRACK BOLT
TRACK ROLLER
#5 VERT, \JALL REINF, FILL CELLS SOLID
112' X 8' PT #2 SYP JAMB
2X8 PT 'w'OOD JAMB
GARAGE DOOR
TRACK BRACKET FASTEN PER MANU, SPEC,
12' OR 15' RADIUS
JAMB ANGLE (1) REQ'D PER VERTICAL TRACK
I hereby certify tho. t I
cOMplio.nce with section 1606
for 0. 130 Mph wind speed zone
MAXIMUM LITES
PER SEC TION
4
1
8
15~ ASPHALT FELT
UNDERLAYMENT
METAL DRIP EDGE AT RAKE
APPLIED OVER UNDERLAYMENT
ROOF SHEATHING NAIL INTERIOR
8d NAILS (RINGS HANK) 6' O,C.
ho. ve reviewed
of the
( 3
this plo.n
Florido. Building
sec gust )
--
--
---
---
....-----
--1-
--
----f---'- \
ROOF SHEATHING NAIL @ EDGES
ad NAILS (RINGSHANK) 4' D.C.
USE ONLY ENOUGH NAILS TO HOLD
UNDERLAYMENT IN PLACE UNTIL
SHINGLES ARE LAID
METAL DRIP
APPLIED
OVER SHEA THING
---
---
---
---
---
---
.....----.....--
--
.....-----
---
---
--------.....
---
--
---
---
---
--
--
--
---
~~--
~
ASPHALT CEMENT
ROOF UNDERLAYMENT APPLICATION
TYPICAL FOR GAF/LANDMARK SHINGLES ETC,
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \oIITH
THE APPLICABLE PROVISIONS 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\JS: (SEE ABOVE>
FBC 1507,3,81
3, FOR ROOF SLOPES 4:12 DR GREATER UNDERLAYMENT SHALL BE A
MINIMUM OF ONE LAYER OF UNDERLAY ME NT FELT APPLIED AS FOLLo\olS:
STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE
FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED
SUFFICIENTLY 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\J SHEATHING AND EXTEND
BACK ON THE ROOF A MINIMUM OF 2 INCHES, DRIP EDGE SHALL BE
MECHANICALL Y FASTENED A MAXIMUM OF 12' ON CENTER,
FBC 1507,3,8,3
ROOFING APPLICATION
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE \JITH 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 212 UP TO 4:12
DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED,
3, UNLESS OTHER\JISE NOTED, REQUIRED UNDERLAYMENT SHALL
CONFORM \JITH ASTM D 226, TYPE 1, DR ASTM 4869, TYPE 1
FBC 150733
---
---
---
---
---
---
---
---
-...-...--
4, SELF ADHERING BITUMEN SHEET SHALL COMPLY \JITH ASTM D225
DR ASTM D3462,
FBC 15073.4
15~ ASPHALT FELT
UNDERLAYMENT
5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING,
AND COMPLY \JITH ASTM D225 OR ASTM D3462,
FBC 1507.3.5
""----
METAL DRIP EDGE
AT RAKE APPLIED
OVER UNDERLAYMENT
6, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0,105 INCH
SHANK \oIITH 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, \JHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE
PENETRATE THROUGH THE SHEATHING,
FBC 1507,3,6
-..........-......................--
"'-....--
/'
,/'
,
/
-~./
~-~-~~-~~~~--~~~~-
NAILS SHALL
-~-
~--
START THIRD COURSE WITH
~~~-_, FULL STRIP MINUS FIRST
7""" / TAB
'~y(.J ______
",-~
~
7, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF \JITH NOT LESS FOUR
FASTENERS PER STR1P DR T\.Io FASTENERS PER INDIVIDUAL SHINGLE, UNLESS
oTHER\JISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM \JITH
ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95,
FBC 15073,7
---
---...
~ --. ~~-
---
~--
---
---
...---
f
_ 9' STARTER STRIP OR
COURSE OF INVERTED
SHINGLES
START SECOND COURSE
WITH FULL STRIP MINUS
1/2 TAB
START FIRST COURSE \oIITH
FULL STRIP
o.nd found it
Code) 2001
to be in
edition)
DAVID CARR
DOGWOOD LANE
D.-W.SMITH, P.E.
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom Home Plan S1ervice
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHONE: 352-521-0865 FAX' 352-521-0867 [-MAIL: z~phyr27@gt~, net
RICK GOLLHARDT - DRAFTSMAN
SPECIFICATIONS
SHEET OF
Do. vid \N, SMith) P,E,
\;)~rOI
10 OF 12
DATE
21 FEB 2005
DESIGN/DRAWN CHECKED
R, GOLLHARDT D.W.SMITH,P.E,
SCALE
PART NO,
2005-17
ENGINEER LICENCE U5360a
CARR CONSTRUCTION, INC
25 YEAR ~ARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
ON 1/2" CDX PL Y~OOD DR oSB (TYP)
PRE-ENGINEERED TRUSS @ 2411 O,C, (TYP)
CONTI NIDUS ALUM DRIP EDGE OR GUTTER
1X4 PT FASCIA BOARD--- ."..
1/4' ALUMINUM SDFFIT~
DECORATIVE CEMENTUOUS FINISH
PRE-CAST CONC SILL & ~INDO~ (TYP)
#5 VERT IN FILLED CELLS
8" CoNC BLOCK ~ALL ~/#5 STEEL REBAR CoNT FROM FOOTING TO
THE TIE BEAM ~ 16' 90 DEGREE LEG IN THE BEAM
#5 Do~EL TO MA TCH VERT ICAL REINF ~ 125' MIN LAP
411X411 INSPECTION PORT AT EACH FILL CELL (TYP)
2'
TYPICAL wALL SECTION
SCALE 2,5X
25 YEAR ~ARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
ON 1/20 CDX PL Y~OOD DR OSB (TYP)
SHEATHING SHALL BE NAILED 'WI 8d NAILS @ 611 D,C,
@ EDGES AND 811 D,C, MAX, IN THE FIELD, USE 1/211 STEEL PL YCLIPS,
RIDGE VENT AS REQUIRED
ENGINEERED TRUSS @ 24' O,c' (TYP)
2X4 ~OOD SUB ~ITH ALUMINUM SOFFIT AND FASCIA TRIM
12' D,H,
DECORATIVE CEMENTUOUS FINISH
::::
C)
I
....
m
#5 DOwEL TO MA TCH REINF FROM FOOTER ~ 12511 MIN LAP
4'X4/1 INSPECTION PORT AT EACH FILL CELL (TYP)
4'
1/20 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
~ITH 10d X 1 1/2/1 NAILS
SINGLE BOND BEAM 'WITH (1) #5 REBAR CONTINIOUS
TIED TO ALL VERTICAL RODS
161/ X 121/ MONOLITHIC SLAB
411 THICK ~ITH 6X6 10110 ~wM REINF 8x VAPOR BARRIER
FIBERMESH CAN BE SUBSTITUTED OVER
STANDARD 90 DEGREE BEND ~ITH 25' LAP MINIMUM
CLEAN COMPACT TERMITE TREATED SOIL
R-19 BATT INSULATION (MIN)
1/20 GYPSUM ~ALLBOARD
TYPICAL wALL SECTION
SCALE 2,5X
SIMPSON HETA20 0890# UPLIFT)
80X8" KNOCK-OUT BLOCK w/#5 REBAR CONT
80X80 PRECAST CONC LINTEL
@ wINDO~ 8x DOOR OPENINGS
\JOoD DR ALUM wINDOw (TYP)
REFER TO PLAN FOR SIZE 8x TYPE
MARBLE SILL
ENGINEERED TRUSS @ 24' O,C. <TYP)
SINGLE BOND BEAM .....1TH (l) IS REBAR
TIED TO ALL VERTICAL RODS
1/2/1 GYPSUM \JALLBOARD ON \JOOD FURRING STRIPS
\JI FOILED FACE SYPROFoAM BOARD
411 CONS SLAB wITH 6X6 10/10 ~~M REINF 8x VAPOR BARRIER
FIBERMESH CAN BE SUBSTITUTED
la' SQUARE BLOCK
MS DO'w'El TO MATCH REiNF FROM FOOTER "'125' MIN LAP
STANDARD 90 DEGREE BEND V1TH 25' LAP MINIMUM
90 DEGREE BEND wITH 25" LAP MINIMUM
D ETA I L II A II
I hereby certify tho t I ha ve reviewed this plon ond found it to be in
cOMpliance with section 1606 of the Florido Building Code) 2001 edition)
for 0 130 Mph wind speed zone ( 3 sec gust )
Do vid W, SMith) P,E,
ENGINEER LICENCE ~53608
D ETA I L II B II
USE (l) SIMPSON HETACO STRAP POURED IN LINTEL AT EACH TRUSS
LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT FILL ALL NAIL HOLES
'w'ITH lad x I [/2' NAILS
SIMPSON VTC RATED 405M UPLIFT
VALLEY TRUSS CLIPS
'"
.q-
I
,
CO
'"
C)
I
,
CO
'"
.q-
,
..-<
P D R C H D ETA I L II C II
TYPICAL wALL SECTION
DAVID CARR
DOGWOOD LANE
D..-W..S~IT'H, P.E..
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
Custom Home Plan Service
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PH]N[,352-521-0865 FAX' 352-521-0867 E-MAIL, zt'phyr27@gte. net
RICK GOLLHARDT - DRAFTSMAN
SPECIFICATIONS
SHEET OF
11 OF 12
CARR CONSTRUCTION, INC
SCALE DATE
1 4"== 1 FT 21 FEB 2005
DESIGN/DRAWN CHECKED
R. GOLLHARDT D.W.SMITH,P.E.
2005-17
PART NO.
\.J INDO\dS
PRODUCT CATEGORY
\.IINDo\.lS
\.IINDo\.lS
\.lINDOW'S
\.IINDo\.lS
\.lINDOW'S
\.lINDOW'S
W'INDo\.lS
\.IINDo\o./S
\.IINDO\.lS
W'INDO\.lS
\.lINDOW'S
\.lINDOW'S
\.IINDo\.lS
\.IINDo\.lS
\o./INDO\.lS
\o./INDO\o./S
\.IINDo\.lS
\.lINDOW'S
\.IINDo\.lS
\.IINDo\.lS
\.lINDOW'S
\.IINDO\.lS
\.IINDo\.lS
\.IINDo\.lS
\.IINDo\.lS
\.IINDo\.lS
\.I IND 0 \.v'S
\.IINDO\.v'S
\.IINDo\.lS
\.I IND 0 \.v'S
\.IINDo\.lS
\.IINDO\.v'S
\.IINDo\.v'S
\.IINDo\.v'S
\o./INDO\o./S
\.IINDO\o./S
\.IINDo\.v'S
\.IINDo\.v'S
\.IINDo\.lS
\.IINDo\.lS
\.IINDo\.lS
\.IINDo\.v'S
\o./lNDO\.v'S
\.lINDOW'S
\.IINDo\.v'S
\.IINDo\.v'S
\.IINDo\.v'S
\.lINDOW'S
\.IINDO\o./S
\.IINDO\o./S
\.IINDo\o./S
\.lINDOW'S
\.IINDo\.v'S
\.lINDOW'S
\.IINDO\./S
\.IINDO\o./S
\.IINDO\./S
\.IINDO\./S
\.IINDO\./S
\.IINDo\./S
\.IINDO\./S
\.lINDOW'S
\.IINDO\./S
\.IINDO\.lS
\.lINDOW'S
\.IINDO\.lS
\.IINDO\.lS
\.lINDOW'S
\.IINDO\./S
\.lINDOW'S
\.lINDOW'S
\.IINDO\.lS
\.IINDO\./S
\.IINDO\./S
\.IINDO\./S
\o./INDOW'S
\.lINDOW'S
\.lINDOW'S
\.lINDOW'S
\.lINDOW'S
\.lINDOW'S
\.lINDOW'S
\.IINDO\./S
\.lINDOW'S
\.lINDOW'S
\o./INDoW'S
\.lINDOW'S
W'INDOW'S
\.lINDOW'S
W'INDOW'S
\.lINDOW'S
\.lINDOW'S
\.lINDOW'S
- APPROV AL
SUBCATAGoRY
A\./NING
CASEMENT
DOUBLE HUNG
FIXED
HORIZONTAL SLIDERS
MULLIONS
DOUBLE HUNG
FIXED
HORIZONTAL SLIDERS
SINGLE HUNG
SINGLE HUNG
FIXED
XX HORIZ.
\.IINDO\o./S
VINYL 2T/4T VERT PIN/SPRONG
VINYL 4 T VERT PIN
FIXED
HORIZONTAL SLIDER
SINGLE HUNG
A\o./NING
CASEMENT
DOUBLE HUNG
FIXED
HORIZONTAL SLIDER
A\.INING
CASEMENT
DOUBLE HUNG
FIXED
MULLIONS
FIXED
HORIZONTAL SLIDER
MULLIONS
SINGLE HUNG
SLIDING
A\o./NING
CASEMENT
DOUBLE HUNG
FIXED
HORIZONTAL SLIDER
MULLIONS
PINNACLE ROOM \.IINDOW'
A\.INING
FIXED
HORIZONTAL SLIDER
MULLIONS
SINGLE HUNG
CASEMENT
DOUBLE HUNG
FIXED
PROJECTED
A\o./NING
CASEMENT
DOUBLE HUNG
FIXED
FIXED
HORIZONTAL SLIDER
SINGLE HUNG
A\.INING
CASEMENT
DOUBLE HUNG
FIXED
HORIZONT AL SLIDER
MULLIONS
SINGLE HUNG
SINGLE HUNG
FIXED
34X37X30X27 SHED \o./IN
A\o./NING
CASEMENT
DOUBLE HUNG
FIXED
HORIZONTAL SLIDER
PROJECTED
SINGLE HUNG
A\.INING
CASEMENT
DOUBLE HUNG
FIXED
HORIZONTAL SLIDER
SINGLE HUNG
CASEMENT
DOUBLE HUNG
FIXED
HORIZONT AL SLIDER
PROJECTED
SINGLE HUNG
FIXED
FIXED
HORIZONTAL SLIDER
\o./IND BREAKER
DOUBLE HUNG
FIXED
HORIZONTAL SLIDER
NUMBERS
MANUFACTURER
APPRoV AL
ANDERSEN CORP
ANDERSEN CORP
ANDERSEN CORP
ANDERSEN CORP
ANDERSEN CORP
ANDERSEN CORP
BETTERBIL T
BETTERBELT
BETTERBELT
BETTERBELT
CUSTOM W'INDo\.lS 3500
CUSTOM W'INDOW'S 4000
CUSTOM W'INDO\.lS 6200
CUSTOM W'INDO\.lS 7000
CUSTOM \o./INDo\.lS VINYL
CUSTOM W'INDO\.lS VINYL
JACOBSON W'INDoW' CO.
JACOBSON W'INDoW' CO.
JACOBSON W'INDOW' CD.
JEL D- \.lEN-POZZI
JEL D- \.IEN- POZZI
JELD-\.IEN-POZZI
JELD-\.v'EN-PoZZI
JELD- \.lEN-POZZI
JELD-\.IEN-RANTOUL DIV
JELD-\.IEN-RANTOUL DIV
JELD-\.IEN-RANToUL DIV
JELD-\.IEN-RANToUL DIV
JELD-\.IEN-RANTOUL DIV
KINCO, LTD.
KINCO, LTD.
KINCO, LTD.
KINCO, LTD.
KINCO, L TD,
MARVIN \.IINDO\.v'S AND DOORS
MARVIN \.IINDo\.v'S AND DOORS
MARVIN \.lINDOW'S AND DOORS
MARVIN \.lINDOW'S AND DOORS
MARVIN \.lINDOW'S AND DOORS
MARVIN \.lINDOW'S AND DOORS
MILLENIUM
NUAIR \.IINDo\o./S Be DOORS
NUAIR \.IINDo\o./S Be DOORS
NUAIR \.IINDo\o./S Be DOORS
NUAIR W'INDo\o./S Be DOORS
NUAIR W'INDo\.lS Be DOORS
PEACHTREE DOORS AND \.lINDOW'S
PEACHTREE DOORS AND \.IINDo\.lS
PEACHTREE DOORS AND \.IINDo\.lS
PEACHTREE DOORS AND \.lINDOW'S
PELLA CORPORATION
PELLA CORPORATION
PELLA CORPORATION
PELLA CORPORATION
PELLA CORPORATION
PELLA CORPORATION
PELLA CORPORATION
PGT INDUSTRIES
PGT INDUSTRIES
PGT INDUSTRIES
PGT INDUSTRIES
PGT INDUSTRIES
PGT INDUSTRIES
PGT INDUSTRIES
PGT INDUSTRIES
PITTSBURGH CORNING CORP
PHILLIPS PRODUCTS
SIMONTON \o./INDOW'S
SIMONTON \.lINDOW'S
SIMONTON \.IINDO\.lS
SIMONTON \.lINDOW'S
SIMONTON \.lINDOW'S
SIMONTON \.lINDOW'S
SIMONTON \.IINDo\.lS
ST ANEK \.IINDO\.lS
STANEK \.lINDOW'S
STANEK \.lINDOW'S
ST ANEK \.IINDO\.lS
STANEK \.IINDO\./S
STANEK \.lINDOW'S
\o./EATHER SHEILD
\o./EA THER SHEILD
\o./EA THER SHEILD
\o./EA THER SHEILD
\o./EA THER SHEILD
\.lEATHER SHEILD
\.IINDOOR oNCORPoRATED
\.IINDO\.l CRAFTSMAN
\.IINDo\.l CRAFTSMAN
\.IINDO\.l CRAFTSMAN
\.IINDo\.l MART
\.IINDO\.l MART
\.IINDo\.l MART
FLl153, FLl084, FLl085
FLl154, FLl086
FLl155, FLl091
FLl156, FLl092
FLl094
FLl164
FL667, FL684
FL676
FL670
FL663
FLl63
FLl49
FLl53.1
FLl53
FLl575.1
FLl575,2 THRU 1575,6
FL395
FL394
FL392
FL929
F L 931
FL936
FL933
FL937
FLl889, FLl880
FLl888, FLl632
FLl883
FLl890, FLl898
FLl896
FLl25
FLl24
FL957
FLl23
FLl26
FL444
FL445
FL446
FL447
FL448
FL973
FL2363
FL202
FL208
FL209
FL210
FL211
FLl449
FLl451
FLl452
FLl454
FL430
FL585, FL431
FL432, FL436
FL584, FLl456, FLl821, FL437
FL438, FL439, FL433
FL434
FLl457, FL435
FL214
FL245, FLl003, FLl900, FL330
FLl005, FL324
FL243, FLl012, FL492
FL329, FLl844, FLl006, FL242
FL261
FL325, FLl843, FLl458
FLl435, FLl007, FL239
FLl366, FLl364, FLl363
FL2333
FL57, FL56
FL224, FLl07
FL226, FLl43
FL178, FLl79' FL228
FL203, FL213
FLl08
FL219, FL204
FL2059
FL2048, FL2056
FLl739
FL2055, FL2054, FL2138
FL2052, FL2046, FL2062
FL206l, FL2045
FLl285
FLl286
FLl288
FLl293
FLl290
FL 1287
FL811
FLl808
FLl807
FLl813
FL806
FL809
FL807
EXTERIOR DOORS - APPROVAL NUMBERS
PRODUCT CATEGORY SUBCATAGoRY
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EEXTERIIBR DooRRS
XTER R DOO S
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
SLIDING
SW'INGING
OTHER
S\.IINGING
S\.IINGING
SLIDING
S\o./INGING
S\.IINGING
ACRYLIC DOORS
SW'INGING 2' PRIME DOOR
SW'INGING 36X80 MH
S\o./INGING
SW'INGING
SLIDING
~\.IINGING
LIDING
W'INGING
S\.IINGING
SLIDING
SW'INGING
SLIDING
S\.IINGING
S\o./INGING
SLIDING
SLIDING
SLIDING
SLIDING
S\.IINGING
S\.IINGING
SLIDING
S\o./INGING
S\o./INGING
SLIDING
S\o./INGING
SLIDING
S\o./INGING
SW'INGING
S\.IINGING
SLIDING
S\.IINGING
S\o./INGING
SLIDING
SLIDING
SLIDING
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
AUTOMA TIC
SECTIONAL
SECTIONAL
SECTIONAL
SECTIONAL
SECTIONAL
SECTIONAL
SECTIONAL
ROOL UP
SECTIONAL
SECTIONAL
SECTIONAL
SECTIONAL
PANEL ~/ ALLS
MANUFACTURER
ANDERSON CORP,
ANDERSON CORP.
ANDERSON CORP,
ARCH ALUMINUM Be GLASS CO. INC.
ARCH ALUMINUM ~ GLASS CD. INC,
CANTERA DOORS INC
CANTERA DOORS INC
CECO DOOR PRODUCTS
CUSTOM \.IINDO\.lS
CUSTOM \.IINDO\o./S
ELIXER IND.
FLORIDA EXTRUDERS INTNL INC
JACOBSON \.IINDO\.l CO,
JEL D - \.IEN- PO ZZI
JEL D- \.lEN-PO ZZI
JELD-\.IEN-RANTOUL DIV
JELD-\.v'EN-RANTOUL DIV
KINCO, L TD
KINCO, L TD
KOLBE 8. KOLBE
MARVIN W'INDo\o./S AND DOORS
MARVIN W'INDO\o./S AND DOORS
MASONITE INT.
MI HOME PRODUCTS INC
NUAIR \o./INDO\.lS AND DOORS
PEACHTREE DOORS AND \o./INDo\.lS
PELLA CORPORATION
PELLA CORPORATION
PELLA ENTRY SYSTEMS
PGT IND.
PGT IND.
PLASTPRo INC/NANYA PLASTICS
SIMONTON \.IINDO\.lS
SIMONTON \.IINDO\.lS
ST ANEK \.IINDo\o./S
TAYLOR BUILDING PRODUCTS
TAYLOR BUILDING PRODUCTS
THERMA- TRU CORP,
THERMA- TRU CORP,
THE STANLEY \o./ORKS-DOOR SYSTEMS
\.lEA THERSHIELD
\.lEA THERSHIELD
\.IINDooR INCORPORATED
\.IINDo\.l CRAFTSMAN
STANLEY ACCESS TECHNOLOGIES
AMARR GARAGE DOORS
CoLLIER/DIV OF SYS DESIGN
COPLAY BUILDING PRODUCTS
DAB DOORS CO, INC,
HoERMAN INC
MID AMERICA DOOR
OVERHEAD DOORS
OVERHEAD DOORS
RAYNOR GARAGE DOORS
U.S, DOORS ~BUILDING PROD, INC.
\.IAYNE DALTON CORPORATION
~INDSOR DOOR COMPANY
APPROVAL NUMBERS
PRODUCT CATEGORY SUBCATAGoRY
PANEL \.v'ALLS
PANEL W'ALLS
MANUFACTURER
EXTERIOR INSULATION FINISH SYSTEM
ALUMINUM SOFFIT MA T'LS
DRYVIT SYSTEMS, INC
ALUMINUM SOFFIT
SHUTTERS - APPROVAL NUMBERS
PRODUCT CATEGORY SUBCATAGoRY
SHUTTERS
SHUTTERS
SHUTTERS
SHUTTERS
SHUTTERS
MID RISE ACCORDIAN SHUTTER
ACCORDIAN
STORM PANELS
MANUFACTURER
METALS USA
A,S.S,A,
ALL AMERICAN SHUTTERS
ALL AMERICAN SHUTTERS
SkY LIGHTS - APPROVAL NUMBERS
PRODUCT CATEGORY SUBCATAGORY
SKY LIGHTS
SKY LIGHTS
SKY LIGHTS
SKY LIGHTS
SKY LIGHTS
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
MANUFACTURER
ANDERSEN CORP.
NATURAL LIGHT ENERGY SYSTEMS
NATURALITE SKYLIGHTS
VELUX-AMERICA, INC
RESoLITE /STABILT OF AMERICA
SIDING - APPROV AL NUMBERS
PRODUCT CATEGORY SUBCATAGoRY
SIDING
SIDING
SIDING
MANUFACTURER
VINYL SIDING/SOFFIT MA T'LS GEORGIA PACIFIC
PANEL \.IALLS ALCOA HOME EXTERIORS INC
PANEL \./ALLS o\o./NES CORNING
I hereby certify
cOMpliQnce with
thot
section
I hQ ve reviewed this
1606 of the FloridQ
plQn Qnd found it to be in
Building Code) 2001 edition)
DQ vid \N, SMith) P,E,
APPRO V AL
FLl149, FLl095
FLl150, FLl097
FLl148
FL2073, FL2081, FL2083, FL2085
FL2088, FL2090, FL2091, FL2106
FLl377, FLl470, FLl979, FL1980
FL2186, FL2210
FL2178,2, FL2i78.3
FLl575.1
FLl61
FLl72,2
FL45
FL397
FL938
FL935
FLl897, FLl895
FL 1893
FLl26
FL980
FLl501, FLl665
FL442
FL 951, FL443, FL18, FLl9, FL20
FLl8, FLl9, FL20
FL561
FL2i2
FLl450
FL588, FL955, FLl824, FL428
FL587, FLl823, FL429
FLl112, FLll15, FLll16
FL328, FLlOi0, FL251, FL331
FLl433, FL331
FLl32l, FL 1433, FL233l
FLl8l, FLl84
FL229, FLl09
FL2049, FL2060
FL2194, FL2196
FL2200, FL2283, FL2297
FLl170
FLl185
FLl328, FLl397
FL1328
FL1327
FL225, FL805
FLl810
FL379
FL605, FL697, FLl822
FLl268, FLl269, FLl834
FL542, FL549, FLl794
FL982
FL600, FLl728
FLl945, FLl979, FL2382
FL674, FL828, FLl024, FLl145
FL742
FL1652
FL89l, FL847
FL887
FLl869
APPRov AL
FL2030
FL2756
APPROV AL
FL423
FL476.1
FLl998
FL347, FL393
APPRoV AL
FLlIOI
FLl629
FLl500
FL 952, FLl825,
FL 2586
FL451
APPROV AL
FLl606,2/2224,2
FLl621
FL920
ROOFING - APPROVAL NUMBERS
PRODUCT CATEGORY
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
SUBCATAGoRY
ASPHALT SHINGLES
BUlL T UP ROOFING
CEMENT-ADHESIVES-COATINGS
MODIFIED BITUMEN ROOF SYSTEM
ROOFING INSULATION
OTHER
ROOF TILE ADHESIVE
ROOF TILE ADHESIVE
ROOFING TILES
OTHER
ASPHALT SHINGLES
BUILD UP ROOFING
LIQUID APPLIED ROOF SYSTEMS
MODIFIED BITUMEN ROOF SYSTEM
OTHER
SINGLE PLY ROOF SYSTEMS
UNDERLAYMENTS
OTHER
UNDERLAYMENTS
ROOFING
\0./000 CONNECTORS/ANCHORS
ROOF ING
BUlL T UP ROOFING
MODIFIED BITUMEN ROOF SYSTEMS
SINGLE PLY ROOF SYSTEMS
OTHER
OTHER
ALUM RISER PANS
COMPOSITE PANELS
CEMENTS-ADHESIVES-COATINGS
OTHER
ASPHALT SHINGLES
OTHER
ROOFING INSULATION
SI DING
UNDERLAYMENTS
CEMENTS-ADHESiVES-COATINGS
ROOFING FASTENERS
MODIFIED BITUMEN ROOF SYSTEMS
OTHER
CEMENT-ADHESiVES-COATINGS
ROOF TILE ADHESIVES
MODIFIED BITUMEN ROOF SYSTEMS
UNDERLAYMENTS
ASPHALT SHINGLES
BUILD UP ROOFING
CEMENT-ADHESIVES-COATINGS
MODIFIED BITUMEN ROOF SYSTEM
OTHER
UNDERLAYMENTS
CEMENT-ADHESIVES-COATINGS
STRUCTURAL - APPROVAL
PRODUCT CATEGORY SUBCATAGoRY
STRUCTURAL COMPONENTS NON STRUCTURAL METAL ROOFING
STRUCTURAL COMPONENTS TRUSS PLATES
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS ENGINEERED LUMBER
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS ENGINEERED LUMBER
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS W'oOD CONNECTORS/ANCHORS
STRUCTURAL COMPONENTS W'ooD CONNECTORS/ANCHORS
STRUCTURAL COMPONENTS ENGINEERED LUMBER
STRUCTURAL COMPONENTS NoN-STRUCTUAL METAL ROOFING
STRUCTURAL COMPONENTS ENGINEERED LUMBER
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS TRUSS PLATES
STRUCTURAL COMPONENTS NON-STRUCTURAL METAL
STRUCTURAL COMPONENTS W'OoD CONNECTORS ANCHORS
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS \o./ooD CONNECTORS/ANCHORS
STRUCTURAL COMPONENTS \o./ooD CONNECTORS/ANCHORS
STRUCTURAL COMPONENTS \o./ooD CONNECTORS/ANCHORS
STRUCTURAL COMPONENTS OTHER
STRUCTURAL COMPONENTS ENGINEERED LUMBER
STRUCTURAL COMPONENTS TRUSS PLATES
STRUCTURAL COMPONENTS \o./OoD CONNECTORS/ANCHORS
STRUCTURAL COMPONENTS \o./ooD CONNECTORS/ANCHORS
STRUCTURAL COMPONENTS \0./000 CONNECTORS/ANCHORS
STRUCTURAL COMPONENTS OTHER
MANUFACTURER
CERTAIN TEED CORP-ROOFING
CERTAIN TEED CORP-ROOFING
CERTAIN TEED CORP-ROOFING
CERTAIN TEED CORP-ROOFING
CERTAIN TEED CORP-ROOFING
COMMERCIAL CONCRETE PRODUCTS
00\.1 CHEMICAL
00\.1 CHEMICAL
ENTEGRA ROOF TILE CORP,
FECP CORP/CAST-CRETE
GAF MATERIAL CORP,
GAF MATERIAL CORP.
GAF MATERIAL CORP,
GAF MATERIAL CORP,
GAF MATERIAL CORP,
GAF MATERIAL CORP,
GAF MATERIAL CORP,
GENERAL ALUMINUM CO.
GEORGIA PACIFIC CORP,
HANSON ROOF TILE ROOFING TILES
HURRI BOLT, INC
INTER\o./RAP
JOHNS MANVILLE
JOHNS MANVILLE
JOHNS MANVILLE
LOTT'S CONCRETE PRODUCTS
MARION MASONARY MAT" INC.
METALS USA
METALS USA PRO LAB
MILLENNIUM ADHESIVE PRODUCTS, INC
MONIER LIFETIME ROOFING TILES
o\o./ENS CORNING
o\.lENS CORNING
o\.lENS CORNING
o\.lENS CORNING
o\o./ENS CORNING
OLYMPIC FASTENERS
OLYMPIC FASTENERS
PERFECTION THE VERY BEST
IN BUILDING PRODUCTS
PGT INDUSTRIES
POLYFOAM PRODUCTS
POLYFOAM PRODUCTS
POLYGLASS USA
POLYGLASS USA
TAMKO ROOFING PRODUCTS INC
TAMKo ROOFING PRODUCTS INC
TAMKO ROOFING PRODUCTS INC
TAMkO ROOFING PRODUCTS INC
TAMKO ROOFING PRODUCTS INC
TAMKO ROOFING PRODUCTS INC
TROPICAL ASPHALT PRODUCTS CORP
NUMBERS
MANUFACTURER
ALL STEEL BUILDINGS
ALPINE ENG PRODUCTS
AMERICAN BUILDING CO
BOISE ENG, \.IOOD PRODUCTS
BOISE ENG, \0./000 PRODUCTS
COMMERCIAL CONCRETE PRODUCTS
FECP CORP/CAST-CRETE
GEORGIA PACIFIC CORP,
GENERAL ALUMINUM CO.
GQ BOL T, INC.
HURRI BOL T, INC
INTERNATIONAL PAPER
J. MILA ENTERPRISES, INC
L P E\o./P
LoTT'S CONCRETE PRODUCTS
MARION MASONARY MAT" INC,
MI - TEK INDUSTRIES, INC
PERFECTION THE VERY BEST
IN BUILDING PRODUCTS
Po\o./ERS FASTENERS, INC
PO\.lERS STEEL, INC,
RESOURCE MAT. CORP.
SEA SONSHIELD INC
SIMPSON STRONG TIE CD,
SIMPSON STRONG TIE CO,
SIMPSON STRONG TIE CO.
STYLE CREST MFG,
TRUS JOIST, A \o./E YERHAEUSER BUSINESS
TRUS\.IAL SYSTEMS INC
UNITED STEEL PRODUCTS
UNITED STEEL PRODUCTS
UNITED STEEL PRODUCTS
\o./EKI\.IA CONCRETE PRODUCTS
APPROVAL
FL250
FL477
FL490
FL479, FL2255
FL491
FLl774
FL717, FL720
FL717, FL720
FL282, FL884
FLl58
FLl83
FL618
FL620
FL206, FL617, FL621
FLl97
FL619
FLl96
FLl667, FLl668, FLl669
FLl250
FL637
FLl330, FLl730
FLl468
FLl037
FL212l, FLl255, FLl080
FL644, FLl046
FLl441
FL2155
FL1779, FL1793
FL229l
FLl800
FL560, FL601
FL85
FL234
FLl925
FL920
FLlOOO, FLlOOl
FLl608
FL699
FL486
FLlB85
FLl365
FL830
FL 985, FLl654
FL986
FL673, FLl956
FL 741, FLl958
FLl479, FLl960
FL735, FLl957
FL682
FLl478, FLl481, FLl959, FLl744
FLl4B3
APPRoV AL
FL 677
FLl999
FL694
FLl644
FLl392, FLl645
FLl774
FLl58
FLl008, FL2023, FL2147
FLl667, FLl668, FLl669
FLl552, FLl730
FL402, FLl330
FLl849
FL1379
FLl511
FLl441
FL2155
FL2197
FLl684
FL2209
FLl631, FL2270
FL2252
FL969
FL402, FL474, FL503, FL538
FL1218, FLl423, FL1463, FLl725
FL1901, FL2304, FL2713
FL2246
FLl630
FL1612
FL565, FL566
FL570, FL571, FL573, FL574
FL575, FL576, FL577, FL578
FLl418, fl1419
CONTRACTOR NOTE:
BEGINNING APRIL 5) 2004 BUILDING PRODUCTS USED IN CONSTRUCTION STRUCTURES IN FLORIDA
ARE REQUIRED TO COMPLY ~ITH STANDARDS SET BY THE STATE OF FLORIDA
THESE PRODUCTS ARE REQUIRED TO DISPLAY A FLORIDA APPROVAL NUMBER (EX: FL-OOOOO)
AT THIS TIME SPECIFIC ITEMS FALL INTO THIS SYSTEM
BEFORE USING ANY PRODUCT BE SURE THE PRODUCT YOU USE HAS BEEN CERTIFIED
DO TO SPACE LIMITATIONS AND PRACTICALLY IT IS IMPOSSIBLE TO LIST ALL THESE NUMBERS ~ MANUFACTURERS
CONTACT YOUR LOCAL BUILDING DEPT OR GO TO www>florido.buildinQorg (CLICK)
PRODUCT APPROVAL THE (CLICK) ORGANIZATION SEARCH ~EB SITE TOR A LISTING OF THESE APPROVALS,
<-'\_1 /. f
\~~v110
\ V tl/1J
/ 1/ j
DAVID CARR
DOGWOOD LANE
D . vV . S M I --r' I-I , P . E .
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525
PHONE: 352-521-0865 FAX: 352-521-0867 E -MAl L zephyr27@gte. net
RICK GOLLHARDT - DRAFTSMAN
SHEET OF
FLORIDA MFRS
APPROVAL NUMBERS
SCALE
12 OF 12
DATE
21 FEB 2005
JOB NO.
ENGINEER LICENCE ~53608
CARR CONSTRUCTION, INC
DESIGN/DRAWN CHECKED
R. GOLLHARDT D,W.SMITH,P.E.
2005-17