HomeMy WebLinkAbout07-6796
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6796
Permit Num er: 6796
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost: 8,307.50
Date Issued:
Total Fees: 112.00
Amount Paid: 112.00
Date Paid: 6/25/2007
Work Desc: POOL ENCLOSURE
Address: 5552 18 H ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 11-26-21-0010-11200-0160
Phone:
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FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
~ ~~
CONTRACTOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED -
PROTECT CARD FROM WEATHER
~1"'.t".L.L_IL.-.a._.....a. --,,- -......... ,-.......-- -- --.--.---------------- ,---- ~~.-c.--
of recording unless a different date is specified.)
Signature of Owner:
..........,. .'
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Notary Pl}blic:
'-1l1~
,20~.
My Commission Expires:
PC93053048/ P.
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBiliTIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the .contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings. change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, wilt be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN lAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the .Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the .owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the .owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that an work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fin is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
"_' ,_ ,_ L_ ..__..I :~ t:1~~~ 7""0 "fl." in ('nnm:>~tinn with ::J nermitted buildina usina stem wall
City of Zephyr hills
BUILDING PLAN REVIEW COMMENTS
Date Received:
. ,
,
Jite- ~~ ~ ..~c-
-f;-2f- 67
. 6552- ) BSIb Sf,
-:poo) ~(I{)~
.Contractor/Homeowner:
Site:
Permit Type:
Approved wIno commentsf
Approved wIthe below comments: 0 Denied wIthe below comments: 0
This comment sheet shall be kept with the permit and/or plans.
er
~ -;::J... -0')
Date
Contractor and/or Homeowner
(Required when comments are present)
Kal .
~
David Norris Engineering
Engineering and Drafting Services
Commercial Plans' Inspections' Permitting' Specializing in Church Design
112 Coleman Road, Winter Haven, FL 33880
Phone: (863) 299-1048
(863) 291-6202
Fax: (863) 291-4305
To Whom It May Concern
RE: Approved Contractors using Norris Aluminum Engineering
The following contractors have been approved to use the attached Aluminum
Engineering by David Norris Engineering. All previous engineering is no longer
valid.
Please note that each 8 %11 x 1111 section of the engineering is imprinted with the
2004 Florida Building Code, 2006 FBC Supplement, and Chap. 6 of ASCE 7-02.
Each section has an expiration date of February 1, 2009.
Please call if you have any questions.
Sincerely,
.~INEERING
2-
David R. Norris, P.E.
FL # 32186
\ _' ~_q -01
*****************************************************************AAAAAAAA~**************************
Company
Address
~ Phone
Tate Pierce Screening Inc.
29905 Briarthorn Loop
Wesley Chapel (813) 907-0026
Parcel Information for: 11-26-21-0010-11200-0140 Card: 001
Page 1 of2
S.~9I~tL!.\9c:ljlJ Show Map Generalized Building Schematic Estimate Taxes
See Tax Collector Information - CurrenUDelinquent Taxes Frequently Asked Questions
ParcellD 11-26-21-0010-11200-0140 (Card: 001 of 001)
Classification 01 - Single Family
Mailing Address Assessment (totals)
Ag Land $0
WALTERS NATHAN & SARAH Land $23,457
554618 TH ST
ZEPHYRHILLS, FL 335424518 Building $15,909
Physical Address Extra Features $209
555218 TH ST Total Assessment $39,575
ZEPHYRHILLS, FL 33542-4518 Save Our Homes $31,325
Homestead - $25,000
Legal Description (First 4 Lines)
ZEPHYRHILLS PB 1 PG 54 LOT 14 Taxable Value $6,325
& SOUTH1/2 OF LOT 15 BLOCK 112 Warning: A significant taxable value increase
OR 6093 PG 1104 may occur when sold. Click here for details
and info. regarding the posting of exemptions.
Land Detail (Card: 001 of 001)
Use Description " Zoning I Units II Type I Pri~BEi
1 0100 SFR 00R2 4,200.00 SF 5.26 1.0 22,
2 0100 SFR 00R2 2,100.00 SF .65 1.00 $1,
Additional Land Information
I Acres II 0.15 II Tax Area II 30ZH I Fema C.=:J X II Res Code IIZHLHLP2
Building Information - Year Built 1925 USE 01 - Single Family Residential (Card: 001 of 001)
Ext Wall 1 Average Ext Wall 2 None
Roof Str Gable or Hip Roof Cov Asphalt or Composition Shingle
Int Wall 1 Wall Board or Wood Wall Int Wall 2 None
Flooring 1 Pine or Soft Wood Flooring 2 None
Fuel Gas Heat Convection
AC Window Unit Baths 1.00
Line Description Sq. Feet Repl. Cost New
1 BAS 484 $29,737
Extra Features (Card: 001 of 001)
Line Description I Year I Units Value
1 UDU-M I 1996 I 1 $209
Sales History
Previous Owner WHITE MICHELLE L
Year Month Book I Page Type Amount
2004 10 6093 / 1104 WD $48,000
1995 09 3478/0604 WD $31,500
1995 06 3437/1582 I WD II $25,000 I
http://www.appraiser.pascogov.comlsearch/offline _ tca.asp?Sec=11 &Twn=26&Rng=21 &S... 6/21/2007
I (" I' I
Il::-~~L WORK SHALL COMPLY Wh~ALL
tREVAILlNG CODES, FLORIDA BUILDfN"
C?PrE, NATIONAL ELECTRIC CODE AN~I
C: 11 OF ZEPHYRHILLS ORDINANCES ~
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REVIEW
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PLANs Ev II PHYRHILCS:--
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WIND BRACING DETAIL
- - - AL TERNA TE: BRAONG LDCA TlON
'* OPTIONAL BRAONG NOT REQUIRED FOR tl4ND REGIONS s 120 IIPH
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IYfllIS;
1.) SITE SPEOFlC ENGINEERING SHALL BE REQUIRED FOR:
A FREE-STANDING STRUCTURES a WALL HEiGHTS> 18' (> 15' FOR WIND> 1201lPH)
e. ROOF HEiGHTS> 25' (> 20' FOR WIND > 120 IIPH) D. NO. OF EXTERIOR WALLS> 3
E. WALL HEiGHTS > 4' A80~ HOST STRUCTURE WALLS F. SIDE WALL WIDTH (PRD.ECTlON)
G. SIDE WALL WIDTH (PRo.ECTlON) > 41'-8- FOR tl4NDS / FRONT WALL LENGTH> 2: 1
~ 120 IIPH. SIDE WALL WIDTH (PRo.ECTlON) > 33"-4-
FOR WINDS> 1201lPH.
2.) FOR EXPOSURE 'C: ItIUL TlPL Y ALL WALL HEIGHT. ROOF HEIGHT. AND WALL AREA VALUES 8Y .75
(ROOF BEAUS ARE NOT AFFECTED)
3.) ALL SalEEN SHALL BE 18/14 OR LARGER
4.) ALTERNATE BRACING IN UEU OF CABLE: l-x2- OPEN BACK. OR L l-x2-K.OSO", W/(4) 110 SItIS
INTO EA CONNECTION PT.
5.) ALL POOL (SalEEN) ROOF BRACING (PURUNS) SHALL BE IJ/N. 2-x2-.
6.) PURUNS, OR CHAlRRAlL. "'UST A TTACH TO BEAM. OR COL, UWZlNG INTERNAL SCREW
BOSSES (WN. (2) 110 SItIS); OR INTERNAL OR EXTERNAL. t. aJPS, OR V' CHANNEL.
W/(IIIN. (2) 110 SItIS / FACE).
7.) CABLE BRACING FASTNERS (AT EA END) SHALL BE ANCHORED W/ WN. (4) 110 SItIs,
OR (1) .J/8-" (x 2- 1tI1N. EJ/BED.) CONe. ANCHOR OR (2) 1/4-" (x 1 1/2- IJ/N. EJIBED.)
CONe. ANCHORS INTO WN. 4- (NOIIINAL) CONe. SLAB.
CARLE BRACING FOR POOL CAGES
1. A) PAIR OF CABLES: (2) 1/8-" s.s. CABLES BRACED IN OPPOSITE
DIRECTIONS, APPRDX. 45' TO GROUND.
8.) ALL CABLES SHALL ATTACH FROItI THE TOP RAIL TO THE BASE.
2. TO CALCULATE NUItlBER OF CABLE PAIRS ALWAYS ROUND UP TO NEXT
'MfOLE NUItlBER (Le. 2.1=3)
FRONT WAil BRACING REOUIREUENT
A. (1) PAIR OF CABLES IS ItIIN. REQU/REIIENT
8. SCREEN AREA = FRONT WALL AREA
+ 1/2 SIDE WALL AREA.
SIDE WALL BRACING REOUIREItIENT
A) USE SAllE VALUES AS FRONT WALL
B.) SalEEN (WALL) AREA = SIDE WALL AREA
e.) PAIR OF CABLES = (1) CABLE BRACED BACK
TOWARD HOST STRUCTURE
D.) I:JD. CABLES ARE REQUIRED FOR WALLS:
~ ISO 5.F. OR ~ 10' IlIOJH (M\IDS ~ 120 1tIPH)
~'fIn 0: F f1R ~ B' IlIOJH fWM<<)S > 120 1tIPH)
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(TYP.) 2-JL - DIAGONAL WIND
BRACING W/IIIN. (2) 1/4-"
THRU BOL TS II EA END OR
PER DETAIL - Pg. 1-E ~~
PROJECnNG POOL CAGE
PLAN 16'-8- PROJ. PLAN 25'-0- PROJ.
ELEV.
ELEV.
PLAN II 'L' OF HOUSE
NON-PROJECTING POOL CAGE
CABLE (OR
K -BRACE)
REQUIREJlENT:
SEE SIDE WALL
TABLE
SIDE ELEV.
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PLAN 33'-4- PROJ.
PLAN 41'-8- PROJ.
. EACH ADDITIONAL
EXTERICR BAY
BEYlJJJ) 41'-8'
HilST BE BRACED
ELEV.
. ELEV. .
.. tJD1I; 2-x_ - PURUNS ~ DIAGONAL
'MND BRACING SHALL BE IlITERED TO
FIT AND LDCA TED 'M1HJN THE PLANE
OF THE STRUCTURAL FRAIIEWORK
(NOT SURFACE IlOUNTED)"
TlONAL
~- BRAClNG-
(SEE DETAILS BELOw)
TYPICAL POOL CAGE ELEVATION
K-BRACE DETAIL
NOTE: IIA Y BE USED IN UEU OF CABLE BRACE FOR WALLS
s 10' HEIGHT OIIND s 120 HPH)
~ 8' HEIGHT (WIND> 120 HPH>
CORNER
POST-
TOP
CONNECTION DETAIL:
WN. .06- PLATE:
W/ (4) /10 SltlS/IIEJIBER
II 5/8- O.c. II/N.
POST
AL .
CORNER
POST -
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PLAN PLATE
THESE STRUCTURES DESIGNED 'MTH THE 2004
FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT
& CHAP. 6 OF ASeE 7 FOR 110-150 MPH
'MND VELOCITY (3 SEC. GusT) EXPOSURE 8 & c.
VOID AFTER 2 1 09 1..77
DA VlD NORRIS ENGINEERING
112 COLEIIAN RD.
WINTER HAllEN. FL 33880
(863) 299-1048 P.E. 32186
ALLOWABLE SCREEN
(WALL) AREA /
PAIR OF CABLE
BRAces (S.F.)
450
394
J50
.JOO
WIND REGION
(IIPH)
~ 120
~ 130
~ 140
~ 150
Pg.
1-A
Mar l~ ~UU'l 'l:~9HM
DAVID NORRIS ENGINEERING
8632914305
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ht-.2J P.'" bt-.fU
I 2- I I 3- I I 3. I I 3- I
2' x2' PA TIa 3' x 2' PATIL 2' x 3' PATID
N:/Mi ClLUHN 1€1GHT lIEAH isNclMl ClLtMN ICIGHT a N"llil ca.lMN #eIGHT I~
a
11ft 10 120 130 "" 110 120 IJID ifili Ilia U!O !;AI 140 1:x)
3' ' -!J' , -I' '- 4'- -!V '- Ir -4' , -4" 3' [1U'-r - a' -3" -7' -lJ' B'-
4' , -9" '-6' '- 4.- , '-r ' - , 7'-r '-4" 4' 19' - ,.. - I" . -::J' -11' .-3' II'
-'i' -_'?'" '-II' -" .,'- I , -1C1' '- 6' -11 '-4" B' - - -8" '-", '-71 r ,
6' , -9" '-6' . ~... 4'- -3' -fY -"" '-4" , '- ,- '-I" · -9" -I'"
-:5' 5'-1" - '0' 4 - , &' -ry '..., -I. ' -.f' .- - -7' '--"" '~, ,
-I' 14' .9" "'-6' " , ~'-4" , - I' -r '-4' '.., - ' -i!' '- ,~
· .llY 4' .7' ". -3' 4' - , &' -lY - -3' '-4' , , ~ ' , -la" '-of' '-I ' -fJ'
rMJ A /N. IN SPIW .. 4' -e" IlIU N..LlIII. EAllAViLlN S1WI III 6'--4' HU. ALL. . BCNVPfRLIN SPAN · r-(J"
J~ .a-
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2' X 4' .t?n
TILT 51-.. 'h
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sx".,~ I 4' I 1044 j
.,. 2' X 4' PA T I a 8' x 4' IS. H. B,
N:/II. ClLUHN HEIGHT K Il'MCJM COLUHN HeIGHT I-
IfIIII 11 0 120 130 UO 1:JO ifili i lJ U I'al 1;10 140 156
3' - I' 1'- - .?-j ;r - ...., . -.f' .- P'.... .-
4' '.... IlY - - .- ,~-. ' ", I - - I -I' ,- I' -I f-'
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6' - 9'- - '.., , '..," '.., , 'J' -I' '- - . .jr:.
7' '- 11'-' '- - 7'- .. ~ r -~. - [I. ". -.f' -11 -~
II' '- r- - ' - :]' 6' -,.. p-::... -,.. - ' B' -51' 8' -of' -tr '_F
9' '- r-' . - 1 ' - '!I' Ill' F= iT " . -i!" '-j r-;r r _If)' .-#;., '- ~
.~. ALJlI. ._ N SIW\ .1 '- s'
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f)po2.ft .... ....I
2' X 5' PATID
lPAClM ClLUHN HeIGHT'
II1H 110 Ilea 130 .140
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7' . - - I 8" -9""" -
8' 1'..,' 9'-1' '-' I 8'-J' '- I'
9' II' 10" 11'-5' S'-o'1 7'-7' '-." 1J'- ,
TYPICAL ALUMINUM STRUCTURAL DESIGN DETAILS
SPAClING - 7RJBUTARY LOAD _lH
TABLES FOR SCREEN ROOMS & RUOFS ONL Y
tJJllL;
') SEMI SPANS AlAY BE INalEASED 201l11fP CON71NUOUS O\EIIP IlflERlOR t:a.1MlI SlJPPOIfT
2J ALL BEAM SPANS ASSlM" LA lmAL PfIRlMS . to. RlANED M:lIJClSS ROOF . CN:H POST IN
SCREDIED SIOC WALLS
3) \fALLl8 AlAY BE INlERPOLA1D> FOR 1N1fRlIEDMJE 1.ENG7HS OR SPAaNQS OR IfNI) RCDIONS.
4) AU. SlRIJC'1URAL IIEJIBERS SHALL Be OF AUAIlIi'tUI ALLor tIDII.J T-lI
.5) FrJR CXPOSIJRE 'r:: IIUUlPLY COLUIIN HEIGHT VM.UES ill AU.ortNM.E .5OIIEEN ARE"AS BY.lU..
8) FOR COLIJIINS NOT SUPPOR11NG ROOF BlE"AAIS. COWNN VALUES lIAr BE ......JI'I..Im 8Y '.OS
7) FOR CHNR RAM. (SE.CONONtY IIEMBER) VAWf'S .lM.JlF'tY caJMII HE1tJHT 8Y '-10. FOR K-llrACE
V""'-IA$ 1IIIJl7lPt..Y COLIJIIN HEIGHT 8Y ,...
l!II IIAX (IIMUJ S/CREEN AReA: !ill SF. (WIND $ '20 IIPH). 42 SF. (tIIND >- '20 IIPH). AlA.\: ~m:AL
SPACWG OF QWR RAIL/lIMLL GlR15 IS g" (FrJR IIIIfO 6 12DItIPH) AND 7' (FaR .., >- 120 IIPH). 7HE'SE S7RUCTURCS OE:S1GNED tlf7H THE: 20tH
g) ALL ~ ~ ~ .os~ S1JfUC7URAL QU~ HCADE1tS AND PURlJNS ARE. PRMARY FLORJOA BLDC. COOE W.V!lOO6 SUPPLDJENT
~ KICI<PUllF R~ CHNR RIW4 AND ROOF OR WALL PANELS ARE SIE'CClNIMRy ~
'0) All S.ItI.8. SEC110NS SHALL BE S"7CHED 1tP ill 80TTrJII wA") If 0 s..w.s .24- a.c. (IIAX.) .. CHAP. IS tF ASCE 7 FOR 110-150 IIPH
11IM} \o'El.OOTY (oJ see. GUST) DPOSlJRE 8 Ii c:.
KIlO AF7fR 2-1-(}9 1_.77 ._.- ,_,,_n7
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s.-'..f.7 !J
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x 5' tS. 14; B.
1:xI
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2'
ct1lMN HeIGHT ~E __
i!U 1;;t(J <<J T1 50 If1
'& ~ 11&'...:or ._"i'-' ""-'- IPI-
~-7" 14'-7" ~_I__r. 1"-
'" - - .,. t;:.:;
'- 1'..,~ 1'- '-" '-
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IESIGN llJADINli
CI1LUNNS, 110 HPH
J 20 HPH
J 30 HPH
'''0 frlPH
J50HPH
~I 110-150 HPH
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13
15
18
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10
18
21
25
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DA IIfD NORR1S ENGINEERING
"2 ca.EJlAN RO.
MfN7fR HA 1DtI, FL .J38BO
(1lC) 299-'(H8 P.E. 31186
Pg. 1-8
6- 7.
v ,] v ~ ]
.12JL - 2' x 6' S. M. B. .12Jl. I- 2' x 7' S.H.B,
SX=I. 97 t05S SX=2. 54 t062
~
I T
2' X 6' S. M, B. 2' X 7' S. M, B.
~IM CDLUHN HEIGHT BEAM !\7W:IM COLIMN HEIGHT BEAM
SPAN SPAN
JI1H 110 120 130 140 150 110-150 I#'H 110 120 130 140 150 10-150
3' ?1' -9' '20'-6' 19' 4' 18'-2' 11 7' -0' 25' -0' 3' 24' -8' 123' -4' ~2' -0' 20' -8' 119' -4' 29'-0'
4' 9'-4' 18' -2' 1 7' -2' 6' -1' 15' -1' 23'-6' 4' 22' -7' 121' -2' 19' -10 18' -8' 17' -5' 27' -1 '
5' 17' -6' 16' 5' ItS' 6' 14'-6' 13' -7' 22' -0' 5' 20' -9' 19' -6' 18' -2' 17' -1' 15' -10' 25'-3'
6' 16'-1' 15' -1' 14' -3' 13' -4' 2'-6' 20' -7' 6' 19' -2' 18'-1' 6' -1D' 15' -9' 4' -7' 23' -5'
7' 15' -0' 14' l' 13' 4' 12'-5' 11 ' -B' 19' -3' 7' 18'-0' 16'-11' 5' -9' 14'-8' 3' -7' 21' -9'
8' 14'-2' 13' -4' 12' -7' 11' -9' 11'-0' 18'-1' 8' 17' -0' 15'-11' 4' -10' 13' -9' 2' -9' 20' -5'
9' 13' -6' 12' -9' It2' -0' 11' -3' 0'-6' 17' -1' 9' 16'-2' 15' -1' 4' -0' 13' -0' 2'-0' 19' -4'
B- 9-
.22.f... - 2' x8'S.H.B. 2204 2' X 9' X . 072 X . 224 S, H, B, ,}
~
SX=4.44 t072 SX=5. 47 t072
~
I I
2' X 8' S, M. B. 2' X 9' S. M. B,
~Itfi CDLUHN HEIGHT ~1~ isPAcIMi CI1LUHN HEIGHT ~~
I#'H 110 120 130 140 150 110-150 If1H 110 120 130 140 150 110-150
3' 0' -8' 29'-6' B' -3' 6' -9' 5'-6' 36'-0' 3' 34' -3' 32'-f.lPI31'-6' 9' -10' B' -4' .40' -0'
4' B'-8' 27' -7' 6'-4' 4'-11' 3'-=B' 34' -3' 4' 31'-8' 30' -3' 128' -10 '6' -9' '5' -4' 38'.'-0'
5' 6'-1CY' 25' -9' 4' -6' 3' -11' 1'-11' 32' -5' 5' 29'-4' 7' ":1P\26' -7' 4' -4' '2'-11' 36' -0'
6' 5' -2' 24' -1' '2' -llr l' -6' 0'-3' 30' -7' 6' 27' -4' ~, -11 P4' -7' '2' -5' l' -0' 34' -0'
7' 3' -B' 22'-6' 1 ' -3' 9' -1 l' 8'-B' 28' -9' 7' 25' -9' 4'-4' 23' -D' 0' - 11 ' 9' -6' 32' -0'
8' 2' -3' 21' -0' 19' -9' 8' -5' 17' -2' 27' -1' 8' 24'-4' 3' -0' "PI' -,' 9' -9' 1 B' -4' 30' 0'
9' 0'-11' 19' -B' IB' -5' 7' -0' 5' -ICY' 25' -7' 9' ~3' ';'1' '1' ';'9' 20' -4' B'-10' 7' -5' 28' -5'
9- lO-
II 2'X9' X ,072 X .310 S, H. B, ~ 3 )( X ,092 X ,389 S.H.B. :3
.31.Q.. I- .~Q 2' X 10'
SX=6. 77 072 A SX=8. 53 (092
~ ~ .
2' X 9' S, ~. B. 2' X lO'S. M, B. I
';PACItfi CDLUHN HEIGHT BE..1ft ~IMi COLUHN HEIGHT ~~
S~ N
JI1H 110 120 130 140 \150 10-150 If1H 110 120 130 140 150 110-150
3' ~6' l' 34'-6' 3' D' '2' -2' 131' -6' 42'-0' 3' 41' -11 40'-1' 38'-3' 6' -9' 5'-6' 8'-6'
4' 33' - 11 ' 32' -5' tD'-10 8'-11' '8' -3' 39'-B' 4' 9' -4' 7' -5' 35' -7' '3'-3' 1'-10' 5'-2'
5' 31'-10 30'-4' 8' -9' 6' -4' 5'-8' 37' -171' 5' 6'-10 [5"-0' 33' -2' ro' -5' 8' -11 ' 2'-6'
6' 9'-10 28'-4' 6'-10 4'-4' '3' -7' 36'-1' 6' 4'-6' rp' -B' 30' -In-' 8'-1' 6' -7' 0'-4'
7' 7'-10' 26'-4' 4'-10 '2' -9' 1'-11' 34'-6' 7' '2' -5' PTl' -7' 28' -9' 6'-3' 4' -9' 8'-6'
8' 6' 3' 24'-4' 2' 10 l' -6' 0' -7' 33'-0' 8' 0' -7'-128' -9' ~6' -1{)4 4' -9' 3' -'3' 6'-10'
9' 4' -11 23'-4' 1'-10 0' -6' 9'-6' 31'-6' 9' '9' -0' 127'-2' P5'-4' 3' -6' ?2' -0' 5'-2' EXPOSURE
TYPICAL ALUMINUM COLUMN & BEAM DETAILS ' B' , C'
DESIGN LOADING ( PSF> ( PSF>
COLUMNS I 11 0 HPH 13 18
TABLES FOR SCREEN ROOMS & ROOFS ONLY 120 HPH 15 21
NDJE; 130 HPH 18 25
t) BEAM SPANS UA Y BE INCREASED 20X 'MiEN 140 HPH 21 29
CONl1NUOUS OIlER INTERIORCOLUUN SUPPCRT 150 MPH 24 33
2) ALl. BEAI/ SPANS ASSUUE LA. TERAL PURUNS ~I lID-150 HPH 10 10
o 90' FRAl/ED ACROSS ROOF 0 EACH POST IN
SCREENED SIDE WA.l1.S
3) VA.J.JJES UA Y BE INTERPOLA TED FOR INTERI/EDIA 7E 1HESE STRUCTURES DESIGNED Vtf1H 1HE 2004
LENGTHS OR SPACINGS OR 'MNO REGlON5. FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT
4) COLUlJN d: BEAUS SHALl. BE OF A.J.JJIt/INUU ALLOY tt CHAP. 6 OF ASCE 7 FOR 110-150 UPH
6063T-6 VtfND !,fiOCITY (3 SEC. GUST) EXPOSURE B tt C
5) FOR EXPOSURE 'c'. UUL l1PL Y ALL COLUUN HElGHT VOID AFTER 2-1-09 1w=.77 1_17_D7
VALUES 8Y .84 (ROOF BEAMS ARE NOT AFFECTED)
6) FOR COLUUNS NOT SUPPORl1NG PRIUARY ROOF BE:Alt/S DA VlD NORRIS ENGINEERING
COLUUN VALUES UAY 8E UULl1PUED 8Y 1.05 112 COLEUAN RD.
7) ALl. 5.U.8. SECl10NS SHALL BE Sl1TCHED TOP d: BOTTOM VtfNTER HA VEN, FL 33880 P 1-C
w/ (1) #10 5.U.5. 0 24- o.c. (UAX) .
(863) 299-1048 P.E. 32186
9
**
[ 2 1/S- RECEIVING CHANNEL
wi (2) '14-" STL BOL 15 OR
(6) #10 X 3/4- TEKS EA SIDE
(2) 1/4-' S1l.
BOL 15
2 x _ BEAM CONTINUOUS
THRU COLUMN
3- X 3- COL
:::I
~
~
~
o
~
If)
I-
~
:t:
2 X _ S.M.S.
2 X _ S.U.B.
(2) EA. 1/4-- STL BOL 15 OR
(6) 110 X 314- TEKS EA
2 X _ S.U.8.
(TYP. EA SIDE IF CONT.)
2- X _ KNEE BRACE
o 45" ANGLE
( 1/f ---MAX LENGTH
[ 2 1/S- ALUI/. REC. CHANNEL
wi (4) 110 X 314- ID(S INTO
CONN. 0 POST/BEMI ~ (3)
110 X 314- TEKS EA SIDE OF
REC. CHANNEL INTO
KNEE BRACE.
**
[ 2 1/S- REC. CHANNEL wi (6) EA. "0 SUS
(2- WN. EMBED.) INTO HOST STRUCTURE (WOOD)
ell
'14-' TAPCONS x 2 114- 0 1 1/2- o.c.,
STAGGERED (MIN. OF 2 PER CONN.)
ell
2-x2-x.05O- ANGLE EA. SIDE OF BEAM
FASTE:NED SAME AS CHANNEL
**t/JllI;
FOR 2 X S ANO 2 X 9 SUB(S)-
ADO SOX UORE CONNECTORS
(S~WS AND BOLTS).
FOR 2 X 10 SUB -
BEAM TO COLUMN ADO l00x MORE CONNECTORS.
N. T.S.
BEAM TO
2 X _ S.U.B.
**[ 2 1/8- REC. CHANNEL wi (2) EA
1/"-" STL BOLTS EA. DIRECTION
OR.
/2-X2-X.05O- ANGLE EA SIDE OF
8EAI/ FASTENED SAME AS
CHANNEL
I
L
I
,2 X _ S.U.B.
rr
I
I
l1NUOUS O~ COLUMN
(SPUCES SHOULD BE 3'-4'
~ COLUl/N ~ STAGGERED.)
6 FT. (MIN.) NOm
f-F.F. BEAU SPAN IS
----1. UEASURED TO POINT
OF KNEE BRACE.
BEAM TO BEAM TO BEAM
N. T.S.
KNEE BRACE
N. T.S.
1/f 2- X 2- - 4' UAX. LENGTH OR
2- X 3- - 5 1/2' MAX. LENGTH OR
CONNECTION DETAILS 2- X 4- - S'MAX. LENGTH
. 18' UAX. (FOR GABLES)
45" UAX. (FOR UANSARDS)
MAX. HORtZ. OFFSET OF IIANSARD SPUCE IS
1/3 ALLOWABLE SPAN OR 8' 'M-IICHEVER IS
LESS, 'MIEN MAX. SL~ $ 30".
IIAX. HORIZ. OFFSET OF IIANSARD SPUCE IS
114 ALLOWABLE SPAN OR 6' MHlCHEVER IS
LESS, 'MIEN MAX. SL~ $ 45".
L-.3Xh (IS- MIN.)
BEAM
2 X _ S.M.B. SLOTTED OVER 2 X -
OP nON 1 DETAIL
" 2X_
s.u.8.
NJJKS;
1. SPUCE DETAIL SHO'MJ IIA Y BE ROTA TED
FOR UANSARD APPUCA TIONS
2. UAlNTAIN WN. 1/2- FROM SPUCE PLATE
PERJIIE1ER TO ~ OF SCREItS:
.J. ALL SPUCE PLA7f:s ARE ALUl/INUU ALLOY
6063 T-5 x REQUIRED mCKNESS (SEE TABLE)
4. SPACE ALL SCREWS (314- UIN. LENGTH)
EQUALL Y AROUND PERIIE1ER (STAGGERED
IF NECESSARY).
5. SPACE 114 0 ,- WH., 112 0 3/4- WN..
AND 110 0 5ft- WN.
6. CUT S.U.8. TO RT l1GHT ALONG 11ER11CAL
JOINT AND TOP FLANGES.
7. DRAWINGS ARE N. T.s.
8. L=3xh (18- WH.) FOR ALL GUSSET I SPUCES
Splice
Plate
1h1ckn-
OPl1ON 2
X4 1/"- 16 14 12
X5 1/"- 18 16 14 '
X6 :J/IS- 20 18 16
X7 1/8- 24 20 18
XS :J/IS- 28 24 20
X9 3/16- 34- 26 22
X 9 X .310 1/"- 42 32 24
I ..,-
2" [ REC. (OR EQUIV.) EA SIDE
OF BEAM. SECURE W/ 110 TEKS
EA SlOE OF SPUCE 0 I" D.C..
STAGGERED
THESE STRUCTURES DESIGNED twTH THE 200.f.
FLORIDA BLDG. CODE W/ 2006 SUPPLEUENT
.t: CHAP. 6 OF ASCE 7 FOR 110-150 IIPH
twND VELOCITY (3 SEC. GUST) EXPOSURE 8 Ii C
VOID AFTER 2 1-09 7 .. n'
BOITOIJ
FLANGE wi
liD 0 6- O.c.
2 X ___'s BUTTED TOGETHER
OPTION 3 DETAIL (EXTERNAL GUSSET)
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HAVEN, FL 33880
(863) 299-1048 P.E. 32186
Pg. 1-D
M~r 08 2007 8:45AM
DAVID NORRIS ENGINEERING
8632914305
OPTl/JIML be DR
b3 TIJP PLATE:
Ir'/ (3) #10 SItS INTO
~CRCII BDSSCS CHIN. J')
CPTllJNIItL POST 10
MSE' CDNICCTlD/III
(F11R ZKe. b3. .. b"
Pit TlD SEXTIDN>
Ir'/ (3) #Ilbcl 1/2' SHS
1
TOP PLA TE
J'~ TClP PLATE
po x , 1/2' S.u.5.
NTO SCREW BC1SS
2 K _ POST
(TYP.) J' x J' X 2'
ANIiLC CLJPS EACH
SIIE OF PmT Ir'/ (4)
IS X 1/2' S. It S. DR
( 2 J/r (~l>>
2" Xi!" CHltIRRAIL
2' xe- ClMIRIUIIL "-'
1/4'_ " 2 1/~'
CONC.. AS.
" 24' a.c.
po X 1 1/2' 5.JI.s.
INTO SCREW BOSS
J" xz- RDTTDII I'LA TE:
~
... .
POST TO DECK'. '..
N. T.S.
... . .
...
..... ....
.....
p.2
lP T ICJNI4L
rZ1/S-XJI/1!'
IN L.1EU I1F
(2) L I' X 1" X e-
2X_POST
1/4'- x 2 ';I:r
COlIC. ;Ul
. 24' o.c.
.. .
III: . ....
.' ~
I '4'" It
24 o.c. .1H
1/4'" TAPCCN ON EA. SIDE
OF C<<l/IIN II1HfN 6'"
2 I/B- i: PA.er
7HICKNE'SS
(J'IP.) 2"'" _' COLUMN
.Jft',. CCNc.. AS. w/
2 ,/2' ItMN. EJIBED.
z'lt z'" ,'25'"*ANGLC
CACH 5IDC
(TYP.) (:J) "0 . .J/4"
SM.5. EIENU'SPACED
*
* ONLY (') .3/8'- A.B.
ftQl.IfiIfD FOR
COUJIiIIIS < 5' MIDf"
~ .
.C
... .'
...
:.0. . ".:
.'
PAVER POOL nECK DETAIL
1lI.T.~
l/J1I&! WSSCT HItTER 1t1L
SAlE AS t.flt1(iHT MID
1/16" HIN. THlt:ICNEU
e'K2" NIN. PtRL.IN
MtnIi. U& 1WM ~AI6CIIIIII
1iifi'A&",., __~";JIII""
IlE/:EIVINfi r:HAI#CL
( 1/16') DR GUSSET
PLA1FS 11/ (8) 1110
So "So CItCH srlE
L 2"112"",060' (SJLB.. REQMlE
f,ltl' 1HICKNESS) 1DP #:
BOnDII .../ ,,0 0 ,.. o.e.
(J/4' o.c. MIN.) STAGGERED
lHROUGHOUT (4) IMN./FM:E
21L IEMI/PURUN
PURLIN TO UPRIGHT/
COLUMN DETAIL
It T. s.
tiOJL;
OPJIatIAL [ 2": Y: OR 4' REC.
IN LJE1J OF (2) L:S .
~
TOP OF L 2'x2'1C-' CUT 1 1/4-
MIOE (1ttIN.) BETtIIEEN SCREEN
SPUNES
I~ P 2JL fJEA/III,/PURLIN
~_11':j
\-- I J OP71011AL ORIEJtITA7IOII
I JD" /j
I- WIN. I (CARRIE:D 1tIEMBERs, 07HCR THAN
sr::REEN ROOF PURLJNS. REQUJRF:
SITE SPECIFIC ENGMEERJN(J)
I,
2x3 CONVERSION DETAIL
(2x4 PATIO EOUIVALENQ
{ , '/2' It 2 '/1'" (OR J '/II? 1m
"0. I" a.c.. (TYP.)
fr-
2-
LL-
~1.-r2' 3-~
2x2 (OR 3x~) CONVERSJOfY DETAIL
w/ (1) ( , 1;1:r It 2 '/II" It .0!!iD'" (b3 ElJUIVN.ENTJ
w/ (2) I , 1/2' JC 2 1/6' . .O!SD' (21t4 EI1UI'IALDtQ
CONNECTION DETAILS
eJ.N:/.
BEAM/ROOF PURLIN
TO BEAM
No T. s.
THESE STRUCTURfS DESIGNED Ml7H 1HC 2OlJ4.
FLORIDA BLDG. CCJDE W/2006 SUPPI.ElENT
It aMP. 6 r:F ASl'.E 7 FOR 110-'50 IIPH
'MND 1EL000TY (.J see. GUST) EXPOSURE 8 It C.
\/OlD AFTER 2-1-{Jg
DAWD NORRIS ~
172 CQLfJlAN RD.
WINTER HAllEN. FL 3J88O
(86.1) 299-1048 P.CO 32186
Pg. 1-E
Mar ,21 2007 1:02PM
DAVID NORRIS ENGINEERING
8632914305
p. 1
BEAM
TO POST CONNECTIONS
[I 1/2'" It 2 Vir It .060- RE'CClVING
CHANNEl. SEaJRED 10 2-K- POST w/
"Od/of- TEKS . ,- o.C.. STAGGERED
AND SEWRfD lD BEAM W/ ,,0IcJ/4-
1EICS . ,- D.C.. STAGGERED. EAOI SlOE.
(OPTIONAL) (2) L 2-x2-1C.~- MAY BE:
USED IN LlEfJ ex: REElVlNG 01ANNEL.
NtJTCHED 2- X _ 5.ltI.a
1a.ESCOPfD O~ 2- )( _ POST
MID SftUlED W/ I'D x 3/4- lEJtS
. 3/"- 0.(: STAGGEJE>> ON EA. 51<<
I6J1Ei 5.w.a USED AS fI'OST IlAY
mESt:Of"E O\E1f SM.B. USED AS
BEllM
OPTION 2 DETAIL
N. T.S.
OPTION 1 DETAIL
N. T.S.
2KJIN'lElfIWJ..Y
saiIE1IED W/ 2- J( 1'0.
((4) / COI..)
po x 3/"- . 3/4-
0.(:. STAOOBifD ON
CA .5IDf:
NOrr:H .2 1C.--f!i.1LB. ro
01oE7lt.AP 2 1L-J'OST
2 K 2 J( .O<<r
, J( 2 TOP PlAJE
"0 X , 'A- INTO 2'"X.2-
. 24- a.t. (w,x)
2 J( " (MIN.)
POST
OPT/ON 4 DETAIL
N. T.S.
2- (MIl.
OPTION 3 DETAIL
N. T.S.
2 X " (11M.) COLlJIIN
NOTCHED 10 REJ:D'IE
ROOF BEAM.
2X_BEAM
OPTION 5 DETAIL
N. T.S.
( , 1/,Y X 2 7/8- x .050- RCCEJWNG
0IANNEl. w/ "0 x 3/.- Wl'~ . ,. a.c..
STMJCE1lED ON BOTH SIIE5:
NOTE:
MIN. 1 1/2- FASaA ~ sa:tMlm TO
END OF 1RU.SSE3' W/ (Z) liD x so S.M.s.
7HFSE STRUC7lJRE.S DESIGNED tIf1H 1HE 20tH
FLORIDA BLDG. CODE W/ 200tJ SUPPLDlENT
It CHAP. IS OF "SCE 7 FOR '10-1SO IAPH
IfNI) IaOO7Y (~ Sf"c. GUsT) EXPOSURE 8 It C.
IOD AF7ER 2-1 09
DA a.fD NORRIS ENGINEERING
"2 COLEMAN RD.
ttlN7ER HI. \IE'N. FL .:DBBO P 1 F
(lI6.:J) zgg-tfUII P.E. 3218& g.-
BEAM TO FASCIA
CONNECTION
N. T.5.
SUPER GUTTER CONNECTIONS
2" IMDE X .050" EX7RUDED STRAP I) EA. BEAM CONNEC71ON
W/ 1/"". X 2" LAG SCREW THRU STRAP INTO FASaA
(2) 170 X 3/4" m<S
(2) '101<3' SCREWS ~ EA. RAFTER (TYP. )
(PRE-DRILL TO ENSURE HITTING RIlFTER TAlL)
P. T. LUIlBER BLoa<ING
(CONT.) IF REQ"D.
" "X 2' "X. 050" SECURED TO GUT7ER
If. 170 X .3 '4 m<5. I) 1 o.c. STAGGERED AND
TO BEAM W/170 X .3/4" TFKS. 0 ,. o.c.
(STAGGERED ON EA. SIDE)
OPTIONAL 2X2
PURUN SUPPORT
(2) #1OX3" SCREltS I) tA RAFTER
TO ENSURE HITTING RAFTER TAIL)
2 X _ S.J.LB.
5.M.B. & GUTTER CONNECTION
OPTION 2 DETAIL
ALL DETAILS SAME AS OP71ON 1 EXCEPT AS SHOWN
OP71ONAL STRAP Ct1NJEC71ON
.040" X , 1/2. STRAP
I) EA ALUM. RAFTER
QB.
2" WIDE X .050" D(1RtJDED
STRAP I) EA 8EIJ/
CONNECTION w/ 1/-H X 2"
LAG SCREW THRU STRAP INTO
FASCIA W/ (2) 110 x .3/4"
TEKS INTO SUPER GUTTER
110X2" SCREItS
I) 16" o.c. (TYP.)
IK100 FURRING I) EA
RAFTER IF NEEDED.
S.M.B. & GUTTER CONNECTION
OPT/ON 3 DETAIL
ALL DETAILS SAllE AS OP71ON 1 EXCEPT AS SHOWN
2" WlDE)( .050" EXTRUDED STRAP I) EA. BEAM CONNEC71ON.
W/ "'N. (2) #10 x .3/4" 5.11.5. I) EA. END
110 x .3/4" 5.11.5.
I) 6" o.c.
2 X _ 5.1I.B.
COIIPDSITE
ROOF PANEL
I l' IIAX. O.H. OR
[3" OR 'I" ENGINEER DESJGNED V
CARRIER BEAll OR WALL TOP
PU. TE (DESIGNED TO CARRY
COIIBiNED ROOF PANEl. 4l
5MB / GUTTER LOADING)
5.M.B. & GUTTER CONNECTION
OPTION 4 DETAIL
THESE STRUCTURES DESIGNED ItfTH THE 2004
FLORIDA BLDG. CODE W/2006 SUPPLDiENT
4l CHAP. 6 OF ASCE 7 FOR 110-150 IJPH
ItfND va.OCiTY (3 SEC. GUST) EXPOSURE B 4& C.
LOD AFTER 2-1-09
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA YEN. FL .33880
(863) 299-1CUB P.E. .32186
Pg. 1-G
2 X _ S.U.B. 0 7 1/2'
UAX. SPACING NOTCHED ro
OVERLAP UPRIGHT
2x2 PA TlO OR 2xJ SPECIAL 8E7ltfEN 1lER11CALS
ATTACHED W/ CUPS (SEE Pg. 2-B)
QB.
INTERNALL Y SCRE'IED THROUGH SCREW BOSSES TO
2K- 5MB
l
~~
ii)!k:
lj
13~
~(5
~~
~(.)
Ii::
.....e
1
ROOF BEAJ/
. . .
(OP71ONAL)
(1/2) 2 x _ 5.U.B. ON TOP OF SUPER GUT7fR W/ 2- STRAP UNDER SHINGLE
2- .wOE x .050- EXTRUDED STRAP It T EA. UPRIGHT CONNECTlON. AND
HALF-WA Y EIE1ltffN. W/,,4 x 2- SCREW THROUGH STRAP INTO SUB-FASCIA
W/ (2) "0 x 3/4- TEKS INTO SUPER GUT7fR.
2-x2-x.()f{)-
KNEE BRACE
(SEE Pg. I-D)
7l0NAL: P. T. FURRING
CAP BOTTOM OF \lfRT. ~ FOR ANGLE FASCIA
USE EXTRUDED ANGLES. SUCH
2 X 2 X 1/8- ANGLE AS I-xl"; I-x2"; 1-x3" ANGLES
ON EA. SIDE TO SQUARE UP GUTTERS
5.MB. & GUTTER CONNECTION (OPTION 1)
W/ KNEEWALL N. T.S.
TYP. CONNH;.TION NOTE:
USE liD TEKS ", O.e. STAOOERED
(2) liD MAY BE USED IN LJEU OF "4 SCREW
PRE-DRILL IK100 AS REQ'D 7D PRE'ENT SPUTT1NG
2 X _ S.U.B. " 71/2'
MAX. SPAaNG
~
~
~~
ii>e:;
!1l~
~(5
~~
~(.)
Ii::
.....~
,,~
t
(1/2) 2 X _ 5.M.B.
ON 'ToP OF SUPER GUTTER (OP71ONAL)
2- X 2- X .()f{)- OR L 2- X 2- X .06
2- ItfDE x .050- EXTRUDED STRAP AT EA. UPRIGHT CONNECTION. AND HALF-WAY
BDWEEN. W/,,4 x 2- SCREW THROUGH STRAP INTO SUB-FASCIA W/ (2) 110 x
3/"- 7EKS INTO SUPER GUTTER.
2-X2-X.04O-
KNEE BRACE
(SEE Pg. 1-0)
l1ONAL: P. T. FURRING
I1DJL; FOR ANGLE FASCIA USE
EXTRUDED ANGLES. SUCH AS
I-xl"; l-x2"; l-xJ" ANGLES TO
SQUARE UP GUTTERS
S.M.B. & GUTTER CONNECTION (OPTION 2)
W/ KNEEWALL N. T.S.
THESE STRUCTURES DESIGNED *TH THE 2004
FLORIDA BLDG. CODE wi 2006 SUPPLEMENT
&: CHAP. 6 OF ASCE 7 FOR llD-l50 MPH
WIND vaOCITY (3 SEe. GUST) EXPOSURE B &: (
\1010 AFTER 2-1-09
DA VlD NORRIS ENGINEERING
112 COLaJAN RD.
WINTER Hit YEN. FL 3J8BO
(863) 299-1048 P.E. 32786
Pg, 1-H
GR'D
.019- ALUUINUU
(UIN. 2- LAP
FOR \of:RT. JTS.)
ItOOO S1UD
GR'D S-
(UIN.)
IM70D S1UD
S1UD
P. T. PLA TE
P. T. PLA TE
4-
(MIN.)
(g) :.:~<>t.~..~.:;:.(,~..,
'1' '..:.: '
\.!.I .....,. .
I ._~-.. I
~
\l
2-
I (WIN.)
WOOD CONSTRUCnON
REQ'D SOIL SEPARA TION
N. T.S.
2' -0- WIN.
BEFORE SLOPE
I I. ~ .....4:..~~~~~.~1
~M,.X. ....,......,.....;,.,
<4- : -' .. '. .... ". .. ~'.' .
FLA T SLOPE / NO FOOTING
1-,IFT. - :I-,IFT.
.:.. ...;:] I :~.:.~.:.;.:..:~.
~.:;.::~;: 12- S .i~~~.t;;.<.
.;:~: ~ I I
: .~. ::; . 12. .
'I-L-! RIBBON FOOTING.
(FOR sa?EEN ENCLOSURES)
2500 PSI CONe.
W/ (1) 15 CONT.
UIN. 2500 PSI CONCRETE
WITH 6X6-10X10 w.W.U.
OR FlBERMESH (TYPICAL)
:I-,IFT. - 6-jFT.
FOOTING DETAILS ADDRESSING EROSION
N. T.S.
2500 PSI. (MIN.) CONCRETE
6x6-10/10 w.w.u. OR
FIBERJIESH CONCRETe
/'~'
'.do -.
.
, ... .
., . ....
'. ',d.
:"
. ., ",.
s- "IN.
Q) 1 6- WIN.
@)12- WIN.
TYPICAL MONOLITHIC FOOT~R
( THICKENED SLAB EDGE) N. T. S,
t!/fJIES;
IN LAKE COUNTY:
(j) CONCRETE FOUNDA TlONS MUST BE 12- (UIN.) BELOW FINISHED GRADE
(Z) S- (MIN.) FROM FINISHED GRADE TO ANY UNTREA 1ED MOOD
IN CHARLOTTE COUNTY:
@ MIN. FOOTER SIZE IS 12-x12- W/(1) 15 CONT.
THESE STRUCTURES DESIGNED WITH THE 2004
FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT
'" CHAP. 6 OF ASCE 7 FOR 110-150 MPH
WIND VELOCITY (3 SEC, GUST) EXPOSURE B '" C.
VOiD AFTER 2-1-09
DA 11I0 NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA YEN. FL 3J880
(863) 299-1048 P.E. 32186
IN HilI SBORO COUNTY'
~ GLASS ROOMS REQUIRE (MIN.) 16-x16- MONOLITHIC FOOTER W/ (2) 15 REBAR
4 SCREEN ROOMS AND POOL CAGES REQUIRE (MIN.) S-xS- MONOLITHIC FOOTER W/(7) 15-
MOOD CONSTRUCTION REQUIRES SIGNED AND SEALED SITE SPEaFle DETAlLS
Pg. 3-C
6~ STEP FASCIA W/ /10 x 3/4- s..U.s..
II 12- ac. THRU RISER INTO
2- x 2- x O.tHO- STIFFENER
(SEE Pg. 2-H FOR ROOF PAN DETAlL)
tiI21E.
SEE DETAIL ON RIGHT 'MiEN
HOST STRUCTURE IS UASONRY
(1) /10 x 3/"- If. HEAD
SM5. TOP OF RISER.
FOR IKJOD CONNECTION USE
/10 x 1-1/2- W. HEAD SM5.
THRU ROOF PAN ~ 80X
HEADER 3- ON CENTER INTO
HOST STRUCTURE.
(4) PER ROOF PAN /10 x 3/4-
TEl( II 3~ O. e. INTO BEAM.
6- STEP FASCIA W/ /10 x 3/4- 5.U.5.
II 12~ O. e. THRU RISER INTO
2-x2-xD.04O-S11FFENER
\ (SEE Pg. 2-H FOR ROOF PAN DETAIL)
BEIUI PER DESIGN TABLE
1-xl~x2~x.060- ....NGLE CUP
W/ (2) "0 x 3/f~ If.
HEAD SMS E....CH WA Y.
TYP. SECTION DETAILS
N.T.S.
".-
1 1/B-x 20 GA. x 16-
GAL V. STEEL STRAP
3-d- ALUU. POST
1/2~" THRU BOL T
W/ WASHER ~ NUT
3 7/B-x 2-x 2 1/2~ ANGlE (EQUlV. TO SIMPSON 1.24)
W/ 1/2-" THRU BOLT AND 1/2-" CONC. ANa<<JR Ba.T
".- I/lN.
4- 1/lN.
".~ 3000 P.5.I. CONe. SLAB
1/4~" x 2 1/2- TAPcaoJ
HEA VY DUTY POST A TTACHMENT DETAIL
N.T.S.
2- x 2- POST SHDr#I
4-/10 x ,- S.ILS.
PER POST INTO
INTERIDR SCREW SPLJNES
,- x 2- OPEN BACK
7E:
KICKPLA 7E: OR CAB....NA SKIN
(WH. .019-) A rr....alED W/
POP RJIIETS OR /10 x 1/2~
S.ILS. II 16- D.C.
.. #4."
'.. .
~
(1) 1/"'-" x 2 1/"'-
CONe. AB. OR TAPCON
II 2"'- ae.
II!
2
u
=>
~
11)
I-.
19
~
)..
ll:
~
~
(EXTRUDED HEADER W/ 1/4-'
x 2 1/4- TAPCONS 0 S- o.c.
STAGGERED
1) /10 x 3/4- 5.1L5.
TOP OF EA. RISER
\ ~ 12" IlIlE MlAI. PANS
L/10 5.1/.5. 0 J- ac.
IIIN, (,,) PER PAN
MASONRY / HEADER
0::: ATTACHMENT DETA/L
N.T.S.
3-x:J- ALlJU. POST
f-J 1/2-x1/"-' 1HRU 80LT
APPROX ,,- ON POST
J- ALUU. CASTING W/2-3 1/2-xl/"-'
THRU 80LTS AND 2-1/"-'x2 1/2-
00
NOTE: THE BELOW DESIGNS MfLL CARRY A CDNTRJElUTARY
LO....D OF 150 5.F.-NEW S-xB- FTC. (100 5.F.-EXlST. 4- SLAB)
ALUM. BASE INSERT W/ (2) 1/4-" x 2 1/2- TAPCONS tk (2) 1/4-" 7HRU
BOL 15
2- x 2- x 1/B~ ALUII. ANGlE W/(2) 1/4-" x 2 1/4- TAPCON ON G21 ~
OF COLUUN W/ (2) 1/"-" THRU BOLTS
3 1/B~ x 1 1/2- x 1/B- RECEJIANG aIANNEL W/(2) 1/4-' x 2 1/"'-
T....PCONS de (2) 1/"~" THRU BOLTS
QR ALL OF THE A8D\If" IIA Y BE CONNECTED TO ItOOO HEADER BY SUBSTl1UTlNG
, .~. '.' . ~~: .' ~:. .(:! ~~ ~:~~~: n~~~ MIN. EJIBED) FOR TAPCON5.
-. : ~ '. .', ......... ..:. .,. i- . -.' 3 1/2-
.~>.~~.~:l.~.:.~.:;.~ .~~:. t >;~;~~:.'.:;~~~" (UIN.)
E:XISTlNG ..~ CONG. SLAB w/ NO .....CKS WITHIN 30- OF POST
no AlnM TUI("'lIIn R-"R- UDNO FOOTING W/ (1) #5 CONT.
4-
",-
,,- JOOO P,S.I. CONe. SLAB
1/4-" x 2 1/2- TAPCON
POST BASE W/ STRAP ATTACHMENT DETAIL
N.T.s.
NOTE:
AT calNERS USE
(1) 1/"-' x 2 1/"'-
EA OIR. II 4- (IIAX.)
FROII CORNER.
: .
,. x ,- It 1/16- x 2- ALlJ#J.
..... / CUP W/ (2) 110 x 1/2- 7EK
I saPS IN EA IJIREC1laI
. ,
. :
~, It 2 ItL.IJIL
.'. BASE PI.). 1E
.:.; :' ..' ~~~::" ~..
.... I. . .f!/
BASE PLA TE CONNECTIONS
(SCREEN RlXJHS> N.T.S.
POST CONNECTIONS
(CARPORTS / DPE:N PIoTID> N.T.S.
THESE STRUCTURES DESlGNEJJ rlTH THE 2()(H
FLORIDA BWG. CODE WI 2006 SUPPWIDiT
4c CHAP. 6 OF ASCE 7 FOR 110-150 "'PH
riND VELOCITY (3 SEC. GUST) EXPOSURE B 4c C.
VOID AFTER 2-1-09
DA VlD NORRIS ENGINEERING
112 CDLElJAN RD.
'MNTER HA lei. FL 3.JB80
(863) 299-1lU8 P.E. 32186
Pg. 2-G
..
fY.{)E ALUM/NUM ROOF PANS SHALL BE OF ALUMINUM
ALLOY 3105-H14 OR 3105-H28
PA.N . MAX SPAN <<M.Il !PM ilf M.Il !PM
11II'J:I6 MAX SPAN I/f1MIllII. w/rx.J w,h'XT" .t
(110 MPH) .021> 9'-6- 11'-0- 11'-8- 13'-"-
WIND REGION .032 1O'-.r 12'-0- 13'-.r lS'-O-
.026 9'-0- 10'-8- 10'-B- 12'-2-
(120 MPH)
WIND REGION .032 9'-8- 11'-4- 12'-4- 14'-0-
(125 MPH) .026 8'-10- 10'-5- 10'-6- 11"-11-
WIND REGION .032 9'-6- 11'-1- 12'-0- 13'-8-
.026 8'-8- TO'-2- 10'-4- 11'-8-
(1JO MPH)
WIND REGION .032 9'-''- 10'-10- 11'-9- 13'-S-
(1J5 MPH) .026 8'-6- TO'-O- 10'-2- 11'-6-
WIND REGION .032 9'-2- 10'-8- 71'-6- 13'-2-
SPAN TABLES
FOR INTERLOCKING ROOF PANS (3"x 12-)
IMPORTANCE FACTOR Iw= 1.0 FOR ENCLOSED BUILDINGS
IMPORTANCE FACTOR Iw=.77 FOR PART/ALL Y ENCLOSED BUILDINGS
6- STEP FAaA.
ROOF PAN DETAIL
OUTSIDE EDGE SUPPORT
..I>.. (NOT REQ7J FOR SPANS < BOX OF MAX)
)( 6- STEP FAaA MA TED 1Itf1H
2-X2-)(.().tI()-XFUll LENG1H w/
"OX:J/"- SM.S. " 12-0.C.
--I
I
I
J
1
r--
I
I ~
OPT. 2-X3-X050- ~
(SEE DETAIL BELOW)
't' VARIES 12-
11 [~ROOCT::r~T[~r 11
~ 2-x.JK.05O- A TTACHED TO nfRY 3RD RISER W/I1Ox3/"-
SU.S " 12- O.c. (2-x.JK.05O- MUST CO\IfR CENTER 2/3
OF S1IIPLE SPANS, AND MUST BE Ca-ITlNUOUS O\IfR. CENTER BEAll)
(2ND RISER FROtrI EDGE MUST BE REINFORCED)
THIS DESIGN OPTla-I REQUIRES OUTSIDE EDGE SUPPORT a-I 1ST.
AND LAST PAN - SEE OCTAIL ABOIE .
NOTE:
1. MAX. PAN SPAN UA Y BE INCREASED
6- FOR EA. l' OF O.H.
(UEASURED TO OUTSIDE OF GUTTER)
2. PANS UA Y OVERHANG 1/4 OF SlIIPLE SPAN
(UP TO 4' MAX)
3. Jf-SPANS UAY BE INCREASED 1'-O-'F:
OUTSIDE EDGE SUPPORT IS USED a-I B01H END PANS
". FOR EXPOSURE 'C: REDUCE TABLE VALUE5 BY
UULTlPLYlNG BY ,85
THESE STRUCTURES DESIGNED VtfTH THE 2004
FLORIDA BLDG. CODE W/2006 SUPPl.DtENT
& CHAP. 6 OF ASCE 7 FOR 110-150 IJPH
'MND VELOCITY (3 SEC. GUST) EXPOSURE 8 & c.
VOID AFTER 2-1-09
DA 11I0 NORRIS ENGINEERING
112 CDl.EMAN RD.
'MNTER HA VEN. FL 33880
,.........\ '"'^^ "InA" D ~ 't?1RR
Pg. 2-H
rOR..PARTlALL Y ENCLOSE])
BUILDING /11TH SOLID ROOFS
HAXIHUH COLUHN SPACING - SIHPLE SPAN
CONTINUDUS
RODF PAN SPAN (INCL. 1 FT. D. H. )
EDGE BEAM SIZE 4' 6' R' 10' I;:>' -'4' 16' 18'
2 X 2 X . 044 6' 6' 5'-8' 5'-1' 4'-8' 4'':'3' 4'-0' 3' -10'
Pa-tlo Ext. 7' -3' 6'-3' 5'-8' 5'-1' 4'-8' 4' -4' 4'-1'
3X2X,050 8'-2' 7'-1' 6'-4' 5' -9' 5'-4' 5'-0' 4' -9'
Pa-tlo Ext, 9'-0' 7' -9' 6'-10' 6' -3' 5' -10' 5' -5' 5'-0'
2X3X.050 9' -1 ' 7' -10' 7'-1' 6' -5' 5' -11' 5'-6' 5' -I'
Patio Ext. 10'-0' 8'-8' 7' -9' 7' -I' 6'-6' 6'-1' 5'-8'
2X4 X.050 10'-2' 8'-10' 7'-11' 7' -C!' 6' -7' 6'-2' 5'-9'
Tilt Ext. 11 ' -2' 9' -9' 8' -9' 7'-11' 7'-3' 6' -10' 6'-5'
2X4 X.050 11' 5' 10' -0' 8' '11' l:J -1 7' -5' 6' -11 6' -5'
Pa -t I 0 Ext:. 12' -8' 11'-1' 9' -10' I:J' -11" 8'-2' 7' 6' 6'-10'
2X4 X .045 13' -8' 11 ' -8' 12' -4' 9' -7' -8' ':'10' 8'':'3' 7'-8'
S. H. B. 14'-In' 12' -10' t'?' -6' 10' -6' 9' -9' 9'-2' 8' -7'
2X5X,050 16' -0' 13' -8' 12' -4' 11' -3' 10' -4' 9' -7' 9' -0'
S. H. B. 17' -5' 15' -0' 13' -6' 12'-4' 11 ' -5' 1 0' -7' 9' -11'
2X6X,055 19' -3' 16'-8' 14'-10' 13' -7' 12' -7' 11' -9' 11'-1'
S. M.B. 21'-0' 18'-3' 16' -4' 14'-11' 13' -9' 12' -10' 12'-2'
2X7X.062 1 9' -0' 1 7' -0' 15' -6' 14' -4' 13'-4' 12' -5'
S. H. B. 20'-8' 18'-6' 16'-10' 15' -8' 14'-7' 13' -8'
2 X 8 X . 072 C!U' -y 18'-10' 1 7' -8' 16'-9'
S, M. B. 22' -5' 20' -8' 19' -4' 18'-4'
2 X 9 X . 072 C!C!' -8' 21 -0' 1 9' -8' 18' -8'
X.224 S. H, B. 24'-10' 23' -0' 21'-6' 20'-4'
2 X 9 X . 072 25' -2' 23' -3' 21'-10' 20'-11'
X . 310 S. H. B. C!7'-5' 25'-4' 23'-9' 22'-8'
2 X 10 X . 092 cIS -4' CO -C!" 24' -5' 23'-1'
X . 389 S. M. B. 3U'-11" 28'-6' 26' -8' 25'-5'
EDGE BEAM SPAN TABLE 110 MPH
1/4" /FT. CHIN.)
-I ~ O/H (TYP.)
MAXIMUM CDLUMN SPACING - SIMPLE SPAN
CDNTINUDUS
RDDF PAN SPAN
CENTER BEAM SIZE 5' 6' 8' 10' 12' 14' 16' 18'
2' x5'x. 050 12'-4' 11'-3' 9'-10' 8' -9' 8'-0' 7'-4' 6' -9'
S. H. B. 13' -5' 12'-3' -tn' -R' 9'-6' 8'-8' 8' -0' 7' -6'
2'x6'x.055 14' 10' 13' -7' 11 ' -9' 10'-6' 9' -8' 8' - 11' 8' -4'
S. H. B, 16'-3' 14' -10' 12' -In' I l' -I',' 10' -6' 9'-8' 9'-0'
2' xl' x. 062 17' 0' 15'-5' 13' -4' 12' -0' 10'-11' 10'-1' 9' -7'
S. H. B. 18' 6' 16' -9' 14'-6' f '?' -0' 11'-10' 11' -0' 10' -6'
2'x8'x.072 22' 4' 20' -5' 1 /' -I:J' I " -9' ]4' -5 13' -4' 12'-6'
S. H. B. 24'-4' 22' 3' 19' -3' I 7' -,'?' 15' -9' 14' -7' 13' -9'
2'x9'x.072 24' 10' cc' -8' 1 9' -7' 1 7' -7' 16' -0' 14'-11' 14' -1'
x. 224 S. H. B. 27' -I' 24' -9' 21'-4' 1 9' -;:>, I 7' -':]' 16' -3' 15' -5'
2'x9'x.072 26' =-9' 25' -2' 21' -8' 19' -6' 17' -9' 16' -6' 15' -7'
x. 310 SHB 29'-2' 27' -5' 23' -8' :Jf' - '?' 19' -4' 18' -0' 1 7' -0'
2'xl0'x. 092 31' 0' 28' -4' 24'-5' 22'-0' 1 9' -II' 18'-6' 17' -6'
x, 389 SHB 33' -9' 30' 10' 26' -7' -ii4' ~n' .;:>1' '::R' 20'-2' 1 9' -0'
EDGE BEAM PLAN
CENTER BEAM SPAN TABLE
/YIJK!
1. > VALUES HAY BE INTERPOLATE:1J FTJR INTERHDJIATE LE:NGTHS, CR SPACINGS,
OR WIND REGIONS
2. > FIR EXPDSURE 'C', RE:JJUCE TABLE VALlES LISTEJ) BY HULTIPL YINIi BY . B5
THESE STRUCTURES DESIGNED WiTH THE 2004
FLORIDA BLDG. CODE w/ 2006 SUPPLDIENT
& CHAP. 6 OF ASCE 7 FOR 110-150 MPH
WINO VELOC/TY (3 SEC. GUST) EXPOSURE 8 .t C.
VOID AFTfR 2-1-09
DA V1D NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HI. lIEN, FL 33880
(863) 299-1048 P.E. 32186
Pg. 2-C
COMPI Y WITH ALL
ALL WORK SHAL~S FLORIDA BUILDINJ
PREVAILING CODEL'ECTRIC CODE AND
DE NATIONAL < CEC:::
CO , ',IYRI{ILLS ORDINAN J
ClTY OF ZEPI
I 4".
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