1857 Forsyth Ct RESO21-0052 Patio Cover over existing slabOWNER:ADDRESS:CITY:STATE:ZIP:
RIVERA OLGA 1857 FORSYTH CT ATLANTIC BEACH FL 32233-4338
COMPANY:ADDRESS:CITY:STATE:ZIP:
LIFETIME ENCLOSURES,
INC.5521 CHRONICLE CT JACKSONVILLE FL 32256
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172097 9845 FRANCIS COVE THREE
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1857 FORSYTH CT
RESIDENTIAL OTHER SINGLE OR
TWO FAMILY RESIDENTIAL
OTHER
10' x 21' PATIO COVER over
EXISTING SLAB $4643.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
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 districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 10/12/2021
PERMIT NUMBER
RESO21-0052
ISSUED: 10/12/2021
EXPIRES: 4/10/2022
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BLDG 4TH PLAN REVIEW FEE 455-0000-322-1006 0 $100.00
BUILDING PERMIT 455-0000-322-1000 0 $75.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.44
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.63
TOTAL: $271.57
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
5 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 10/12/2021
PERMIT NUMBER
RESO21-0052
ISSUED: 10/12/2021
EXPIRES: 4/10/2022
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $371.57
RESO21-0052 Address: 1857 FORSYTH CT APN: 172097 9845 $371.57
BLDG SUBSEQUENT PLAN REVIEW FEES $250.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BLDG 4TH PLAN REVIEW FEE 455-0000-322-1006 0 $100.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING $75.00
BUILDING PERMIT 455-0000-322-1000 0 $75.00
BUILDING PLAN REVIEW $37.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50
STATE SURCHARGES $9.07
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.44
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.63
TOTAL FEES PAID BY RECEIPT: R17666 $371.57
Printed: Tuesday, October 12, 2021 2:37 PM
Date Paid: Tuesday, October 12, 2021
Paid By: LIFETIME ENCLOSURES, INC.
Pay Method: CREDIT CARD 530640698
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R17666
~+; CENTRALSQUARE
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
IN fE'1r l@N l lN E~ ~I@ ~1-iM
Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION
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FOR A POINT OF BEGINNING COMMENCE AT THE NORTHWEST CORNER OF LOT 5; THENCE SO UTH 62'22' 40'
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: ., I ) , ~· 1 , •
STEEL ROOF PANELS
0.019" STEEL 3" RHINO RISERS AND
0.019" & 0 .024" STEEL TWIN VEE CLEAR SPAN TABLES
I
[
================================"'
TABLE 1: STEEL 3" RISER RHINO PANEL TABLE 2: STEH TWIN VEE PANEL
CLEAR SPANS BYASD DESIGN PRESSURE f-_____ CLEAR SPANS BY ASD DESIGN PRESSURE
0.019"STEE1PANEL 0.024' STEEL PAN EL __ _ 0,019".STEEL PANEL
MAXIMUM MAX j MAX IMUM MAX MAXIMUM MAX MAl<IMUM I MAX : MJ\XIMUM MAX MAXIMUM MAX
POSllWE PAN(f NrGA TIVE PANEL
PRESSUR£ Cl[/\R PR(SSUR( CLEAR
i"~':L SPAN (/\SD) SPAN -·----· HOPSF ll'-2° ·10 PSF 11' • 2"
POSOIVl PANEL ! NEGATIVE PANEL POSOIVE PAN EL NEGATIVE PANH '
l'R£SSUR£ CLEAR I PR£SSURC CLCAR PRESSURE CL£AR PRESSURE I CLEAR
-·~ _2P~N \_(/ISO) Sl>AN (/\SD) Sl'AN IASO) SPAN
+!OPSF 111'•2"! •lOPSF 9'-0'' +lO PSF I 11'·2"' ·lOl'Sf~
.... ~15 PSF 11'. 2'' ·15 J'SF 11' · 2"
+20 PSF 11' -0" -20 PSF 10' · 10"
tlS PSf ll'-211 i ~lSPSf 7'-4" +lSPSf-11'·2'' -15PSF 1 8'·3''1
•20PSF •ll'-2"i -20PSf 6'-4" HOPSF 11'·2" -20PSF 7 '-2"i
•25 PSF 10' • a;• -25 PSF 10' • 2" +2S PSF ,10'-2"l -ZSPSF 5'-8" +25 PSf 11'-2" •25PSF 6'-5"
♦30 PSf-10' ·4" -30 PSF 9' -5"
+3S PSf 10' -1" .35 P5F 8' -9"
+40 PSF 9' -9" -40 PSf 8'-0"
+45 PSF 9' · S'' -45 PSf T-411
•SO PSF 9' · l" -s~r __ 6' -711 -
... +55_PSF _ 8' -10'' .. 55 PSF 5' -11"
... •60 PSF g :-_6;;--60 PSF 5' • 2"
... .:'.~PSF_ a:· 2"
+70 PSF 7'-10"
+75 PSF 7'· 6"
_-.~5!'_l 9' • 4" ! •30 PSf _ 5' • 2" +30 PS£ .. I !Q'..:_5" _:3~_5:.:J.O:
+35PSF , 8'·7"f -35PSf 4 '-.10" •JS PSF 9'-8" ·35~SF 5'-5" --t --f>.----•40 P5Fj 8' -1" , -40 PSF 4' · 6" +40 PSF I 9' · l" -40 PSF 5 ' · 1"
--c-----~ ---~ ----..._:.._
,45 PSF 7' .. 7" l -45 PSF 4' -3" ·•45 PSF 8' · 6" -45 PSf 4' · 9" --~-... -~--+---<-~~ ·--'-'--+-.C...-'--~--· -
♦SO PSF 7' -2" -SO PSF 4' · O" +50 PSF 8' • l " -50 PS F I 4' -6''
♦55 PSF 6' -10" j .55 PSF 3 ' • 10" +55 PSF 7' • 9" -55 PSF I 4 ' -4"
+60 P5F _ , 6':_7" 1 -60 PSF 3' 8" , +60 PSF 7' -5" -60 PSF 4' l "
+65 PSF 6' · 4' -•65 PSF 7' -l "
+70 PSF 6' • 11• i-.. __ +'-'7c.::O.:.PS=.F:,_;;::6'_·_,lc::0°"" ~-----
+75 PSF-5' -10 +75 PSF 6' -r -
+80 PSF 7'-3" +80 PSF 5'. 8" +BO PSF 6' • 5" I
+85 PSF 6' • 11"
+90 PSF 6'. 7" --· .. -·---+95 PSF 6' · 3t1 . ···-·
.. +100 PSF 6 ' ·0" ..
... !l~gJF 5' · 8" -----+110 PSF c;• -4"
_...:'._85 PSF 5 '-6" 1 __ ---•~5__PSF 6'·2".-t----~-•I
,90 PSF l 5·. •" ~ ,90 P5F 6.-.-67• 1
+95PSf 5'-3'' , ____ •9SPSF t :].Q'.'.
+lOOPSF 5',]" ~--◄_.!).!!2.,.~ •. I . .: . .!':..., ___ ... & __ _
+105 PSF 5' • 1" +!OS PSF 5' • 8"
♦-UO P5f S'-1" +110 PSF 5'-8'1
-·-·············· -------~--·--·-· 5'-0'' +115 PSF
+1 20PSF 4' -9"
+115 PSF 5' -l ".1----•--+115 PSF S' -8" 1----•---
--+120 _fSF j_11;_l '1 -t120PSF '2c.'·-'8:.."_._ _____ _.
TABLE 3-SAMPLE ASD WIND
PRESSURES FOR HOST
ATTACHED CANOPY ROOF:
SPAN TABLE NO'l5:
I. THE SPM'S LISTED HEREIN ARE APPUCABLE FOR NON-HABITABLE 'OPEN'
AND 'SCREENED' ROOFS ONLY.
2. P0SITJIIE ANll NEGATIVE llES!GN PRESSURE SHAU. BE DE!cJOONEll
SEPAAAlR Y PER ASCE 7 BASED ON SITE SPECIFIC APPUCATIDN AND
COMPARB> TD IBE AJ'l'UCABLE TABLE ABOVE. lHE LIMITING P0SlllVE OR
NEGATIVE PRESSURE SPAN VALUE SHAU. BE USED FOR INSTAIJATION. ROOF PRESSURES FOR OPEN -flU>I ATTACHED
WIND ASCE (PSI') (PSF)
SPEED EXPOSURE hcfhtl<D.9 D.!kh</he<l
3, ROOF PANB.AlTAOiMENTS SHAU. BE CERTIFIB> ON A SITE SPl'CIFIC 8ASJS
◄. MAXIMUM PANB. OVERHANGS SHAU BE AS FOLLOWS :
(MPH) CATE~ (+I 1-1 (+I 1-1
B 1 11 ·11 11 L:.lJ.
OVERHANG RlR DESIGN PRESSURES ABOVE+/· 45 PSF = 12.0'
MAXJMUM AND UMlTEO TO 25'11, Of a.EAR SPAN
120 C 13 -13 13 ·21
D i 16 •16 16 -25
a·, l3 -13 13 -20 FOR~ABLE 3 . '· 130 C 1 15 -15 15 -24
--D ·,---'"i s "' ·:ir-·1s--:t§·
1---+--,,--+--a'~t-~-t--=-a-t--::=-1 , MAIN '
a -15_ -14 -1L.. ~ .· ., -h~•=oENCE C 18 -17 18 -28 ,~• 140
150
160
D 21 -21 21 .34 r--7
J :::::: ~3i:: :i~:: 3~: .J.L T, r--i v Fl.AT OR
D 24 •24 24 -39 ~ lDW ROOF
B 19 ·19 19 ·30 " SLOPE :Z: (4.S• MAX)
C 23 -23 23 -36 \L (1'/12')
D 28 -27 28 -44
-~-----__ 21.... -21 21 • -3·L
170 ___ <; _ .. 26 .. 3 6 ...... ..26 ... 1--~:1;1 . HOST ATTACH ED CANOPY[PATIO COVER
D 31 -31 31 -49 ISOMETRIC {TABLE 3-ROOF, OPEN WA LL)
SAHM WlND f!:ESSUE TH!l.E NC[ei:
• T-.ZU:lPROYIDfSSo\Hf'U,-.s,D
WIHOPJISSSIJRESR>R
f10ST·ATTAOiB>, OPfN C.ANOP'f
llOOFS USlHGTHEASCf 7-16
AlTAOtED CANOPY NETHODOlOGY
{Rffl:R O!AGAAH).
ALTWAlE CDNST1WCTIOH OR.
llWJOOM5JNAtrol6l!EQIAAE
Cf.mFlED sm-s,ECJl'JC
CN.OJATIONS.
S/KlW / SNOW DIJFT l0 al!
CONSJDWD FOR WORST
CASI! Ul.'OING CRl!lRlA
• Y1SIT ~ FOR
,IJ)l)mOtW. WINO 51'!£0 Tl) WIii>
PRESSlltE a.t.aA.AIONS l
CWlFICllOH
. 3" METAL RISER PANELS
N,T,S, SECTION VIEW
·~ ,_ ;-,_...J-.:..,.;:_~7.J.-1 _____ -ISJO'-~
2.5" TWIN VEE PANELS
N,T.S. SECTION VIEW
•= ·-0 .171"
ATTACHMENT PER 1/4" / FT MIN S LOPE PANB. OVERHANG
SITE SPECIAC ENSURE POSITIVE SLOPE~:T~!"x~~~.
ENGINEERING WITH INSTALI.ATION
=--PANEL SPAN (SEE TABLES)--.. , ...... ---f --~
[
CONTINUOUS 3• SUPPORT B~M ~ ATTA~MENT
HOST Mf:TAL RISER {PER srre_/ PER SEPARATE
STRUCTURE PANEL SPECIAC ENGlNEERING
{BY OlliERS) ENGINEERING) ED 3" METAL RISER ROOF PANELS
1 ISlll&.ELfVATION
Digitally signed by
Frank Bennardo
Date: 2020.10.15
13:20:52 -04'00'
DESIGN NOTES
1. THE DESIGtl PRESSURE VALUES LISTED I N THE TABLES H EREIN
ARE ALLOWA BLE (ASD) PRESSURES. IF ULTIMATE OESlGtl
PRESSURES ARf REQUIRED, MULTIPLY 'lliE ALLOWA&LE 0£StCiN
PRESSURfS B'f 1 ,6'7' (ULTIMATE PRESSURE~ ALLOWABLE
PR ESSURE " 1-67),
2 , llitS PRODUCT IS APPROVED FOR NON• 1-iABTT'ABU (CATSGORY 1)
STitUCnJRES ONLY,
3. A LL ROOF PAtlEL SPAHS usno HEREDI ASS UME A NAXI HUM
OEFLErno r~ OF L/90.
◄. U tlEAR. lNTERPOLATIOtl OF ntE ROOF PANE L SPA.tl S US TEO
HERElN JS PERNJ'TTEO .
6, DESIGN PRESSURES HOTEO H EREW A RE BASED Off MAXII-IUM
TESll=D PRESSURES DlVlDED BY A 1.S SAFETY FACTOR. IF A, 2,0
SAFETY FACTOR IS REQUIRED BY LOCAL JURISDICTION, SPA.HS
SHALL BE f1UL TIPUEO BY A REOUCTIOH FACTOR OF 0.66. FOR
OPT1HI2EO SPANS WrTH A SAFETY FACTOR OF 2.0 O R GREATE~
SITT SPECIFIC ENGINEERING IS REQUIRED,
7 . A 3 00LB POHIT l OAO HAS ffOT 8EEI~ CONSI OEREb lN THESE
CALCULATIONS DUE TO lliE tlATURE Of THE INTENDED
A PPUCATION. ENO USER SHAlL Bf tlOTIFrEO TliAT PANELS A RE
NOT DEStGf/ED FOR HUMAN LOAOitlG.
GENERAL NOTES
1. ntE SYSTEM OESCRl8EO HEREIN HAS &EEtl DES?GUEO AH O
TESTED PER ASTM El30 (TEST REPORT W'S F7038,01·◄0 1·44--RO &.
f'7038,02-◄01·44-RO 8YARCHITECTUFV.L TESTING, It1C,) IN
ACCORDANCE WW THE FLORIDA BUILDING CODE, SEVEt;TH
EOffiON (2020), niE 2018 l NTERJIATIONAL SUlLOlrlG CODE (teq
Ar,o ,...E INll:RtlATIOUAl RESIDEr,nAL CODE (IRC), TliESE HETAL
ROOF P.ANELS ARE ACCEP1A8LE. FOR A LL AllEA.S AS DEFINED BY
THE TEXAS OEPA.llTI'fENT OF lHSURArlCE.
2 , t!O 3 3~1/3% U,Cfl.E"5E IN ALLOWABLE STRESS HAS BE EN USED ?ti
ntE OES lGN Of THIS SYSTEM.
3 , sm SPEC.me POSITIVE ANO NEGA'TII/E DESIGN PRESSURES
CALCULATED FOR use WITH THIS SYSTEM SH~lL BE OETER.H lNEO
SEPARA'TR Y PER A SCE 7 A N D TME REl'EREt~C£D 8 UlLOlliG cooe.
DESIGN PR.ESSUR.ES MUST BE LESS THAt4 OR EQUAL TO Tl-IE
POSITJVE ANO HEGATIVE DESIGN PRESSURES USTEO HERElfol ,
4 . THE SYSTEH OETAIU:O tfEREJII I S GfNERlCAHO DOES NOT
PROVIDE INFORMATION FOR A SPEOF]C srn. FOR s rre
COHDITIONS DIFffRENT FROH THE' COHDmoNS DETAILED
HEREIN, A LICENSED EHGJNEER OR REGISTERED ARCHITECT
SHALL PRE'PARE SITE SPEOflC DOCUP-1ENl'S FOR USE IN
CONJUNcnON \"JrTH Tl◄IS OOCUMENT.
S. THE.SE INSiALLATlOll INSTRUCTIO NS ARE PART OF A PRODUCT
APPROVAl EVALUATION AND SkA.LL O NLY BE U SED IN
COflJUtfCTION WITH ll1E EVALUATION REPORT suin1rmo FOR
tliE SAHE PRODUCT APPR.OVAL.
6 . PERMIT HOLDER. SHAU. VERIFY TH E ADEQUACY OF THE EXlSTING
STRU CTURE TO wtlliSTA.fl DSUPl!RIMPOSED LOADS. 8fltCK
VE NEER PER ASTM C62 (&Y OntERS) SH'-LL BE AllCHORED
PROPERLY TO TRANSFER ANY A PPUCAB LE LOADS T O 'TliE EXJST1NG
HOST STRUCTURE.
7. STEEL RISER PANELS SHALL SE OF HHHMUM GRADE ~O, AZ SO
GALVALUHE STf.EL &. H AVE A MHlIHUM YlElD STREtlGTli O F f 'I' c
4 0 KSI MI!UHtJM ANO A HHIIMUM THICKNESS O F 0,019".
II, ALL PANEL ATTACHME'HTS SHAt.L BE CER.TIFIED PER SEPARATE
ENGINEERlHG ON A SITE SPECIFIC 8ASIS.
9 , C.OffTRACTOR lS RESPOtlSJBLE TO ttlSUU.TE OR. PROTECT All
MEHBERS FR.01'1 OISSJMilAR H ATI:RJALS TO PREVENT
ELEClROLYSIS.
10, ~E CONTltACTOR. IS R ESPOtlSIBLE f OR \YATIR/WEATHER
PROOFING MATERl.AlS A tlD I NSTAUATJOtl SUOi AS fl.ASHING,
CAUU<lNG, ETC.
VISIT ECALC.1O/32086
f ;; ·: _,· ., ,C"-•, •
• 1.AOJ -.!;4 I ..._, ,I ' 1' ;i,.,. • ,. ~
,•~ •·• ,,. IP'
~EN<-JNEEFUNGEXl"RES$1.C0JiUfDURSEASONS
f:OR AOom ONAJ. PUiNS, REPORTS & RESOl.flCES
f!Will( BENNAROO, P.E.
~• 00465-49 cu ms
FL # 18464
Q !I
hJ.11:
I
20-32086
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RESO21-0052City of Jacksonvill e - Planning and Development
Building Ins p ection Division
PRODUCT APPROVAL INFORMATION SHEET (PAIS)
{fevi~ed July 30, 2015)
Project Name: &ve.ro...
Project Address :
Co ntractor: 5~2 I Chro nicle Court
·1 I
Pe rmit Number:
As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and product approval number(s) for the build ing components listed
bel ow <.1s applicab le to the build i ng construction project for the permit number listed above. You should contact your p ro duct supplier i f you do not kn ow the product approval
number for any o f the applicable listed products. Information rega r ding statewide prod uct approval may be obtained at: www.floridabuilding.or g.
C~tegory/Subcategory Manufacturer Product Description Code Version Fl# (include suffix) Expiration
EXAMPLE ACME 36" Exterior Widget 2014 12345.01 12/31/2017
A. Ex t e rior Doors
J.. Swinging . -... --. -. ·--~ • • I )
2. Sliding
3. Section.ii
1~. Roll••up
5 . Auto matic
G. Other
B. Windows
1. Single Hung --
2. Ho r izontal Slider . -. ---.
3. Ca se ment .--
4. Double Hung --.. -. ---.( . -
5. Fixed -------' 6. Awni ng
7. Pa ss -through
8. Projected
9. Mullion
10. Wind Breaker
11. Dual Action
12. Other
C. Panel Wall
1. Siding
2. Soffits
3. EIF S
4. Sto refront
5. Curtain Walls
G. Wall Louvers
7. Glass Bl ock
8. M embr ane
9. Greenhouse
10. Syntheti c Stucco
11. Other
D. r{oofing Products ,..._ , ,
1. Asphalt Shi n g l es . ---·· .. -I
2 . Underl ayments
3 . Roofing Fas ten ers
4 . Non-structurnl Roof
M etal
5. Built-up Roofing
6 . Modified B itumen
7. Single-ply Roofing
8 . Roofing Ti les
9. Roofing In sulation
10. Water -proofing
11. Wood
Sh ingles/Shakes
1 2. Roofing Sl ate
13. liquid-applied
Roofing
14. Cement-adhesive
coa ts
15. Roof Tile /\dhesive
16. ~" (<.cC,'r' lroL)( ~~on.s RhrM P~n-s · FLJ/34<;-l. l U}oq/i~ {
-17.0ther --· ..
E. Shutters
1. Accordion
7.. Oah:i m:i I
3. Sturm Pa nels
,1. Coloni:il
5. Roll-Lip
G. f:quij'.>1nent
7 . Orher
F. St ructura l Components
l.. Wood
Co n ,wctor/Anchor
2. Truss plates
3 . Ent!,ineered Lumber
' LI . R<1iling
~-Co,;ll:'rS/f ft•t.~~Pr!:i ~-
G11crr~t ,•_.'\d:ni:<ture::: _
/. h.-:.-:t , .. I i,d ··--·-------------·-·-···
~-111-;ul;ition I on n~ ------·
9 . f'IJ j l ics
JO. D1,ck -ruof
11. W:ill
12.Sheds
13. Otlwr
G . Skyi /p.h ts
.1. Skylicht
2. Other
H. New 1:xccrior Enve lope
Pr oduds :
1.
2 .
I n ;;,dd ition to comp l eting the above list of m a nufa cturers, product d escription an d St ate approval number for the product s
u sed on thi s project, it i s the Con trac tor's or A uthorized Agent's re sponsibility to h ave a l egib l e copy of each manufacturer's
printed in structions, a long w ith the li st above. 011 the., ioh i;i1i:> :;111:l i hh t 0 .. ,.,. +i...~ =-----~ ·
RESO21-0052
'
~RODUCT APPROVAL INFO~f\TION S~-~~T_):OR: T_H;E _C~T~ OF ATL~NTI~ BE~CH, FLORIDA
Project Name: B,,v ertA O I 90t Permit # _____ _
ProjectAddress: /857 Farsvfb c.r , A\larmc &ach l +:"L,J;>J33
As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)
for the building components listed below as applicable to the building construction project for the pe1mit number listed above . You should contact
your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide
pro d I b b . d fl 'd b ·1ct· uct approva may eo tame at: WWW. on a Ul mg.oi:g.
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
A. EXTERIOR DOORS
1. Swinging '
... ---.....
2. Sliding '
-· -.. --. -. ~-· .. . .. ---. .. ·-..... -·--
3. Sectional
.. ·-· . __ .__
4. Roll up
5. Automatic
-··· .. -·
6. Other
B. WINDOWS '1 ---·--·-.
1. Single hung I
.. -· 2. Horizontal slider
3. Casement ' '1
' .. -· -
4. Double hung I '
5. Fixed
-·. ....... . . ·-...... " ... -. ...... ····--. ' ..... ---... .. . -. . '" -. -
---· ----·-·--
6 . Awning
-----7. Pass-through
8. Projected
·-·--·········-·-·-····-·-···· ... ···-·
9. Mullion
-.. ..
10. Wind breaker I
-· . . . -. ·-
11 . Dual action
12. Other
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
·-... .. .. ...... -.. ····-· ..... -·· . -· ·-···• . .. .. .... ... .... ...
C. PANEL WALL
I. Siding
.-~-. .. ... . --·-·
2 . Soffits
3. EIFS
.. . --··-..
4. Storefronts
",. .. .. . . ... .. ... -------··-
5. Curtain walls
6. Wall louvers
..
7. Glass block
8. Membrane
9. Greenhouse I
I 0. Synthetic stucco .. .. . ~··
11. Other
..
D. ROOFING PRODUCTS
1. Asphalt shingles
. .. .. . -----
2. Underlayments
'" --. ~ ...........
3. Roofing fasteners
4. Nonstrnctural metal roof
5. Built-up roofing
.. ----·-.. ...
6. Modified bitumen '
7. Single ply roofing -...... .... ... --... --.. ..
8. Roofing tiles .. . .
9. Roofing insulation . . .
10. Waterproofing j
1 ( Wood shingleslshakes
...
12. Roofing slate
.
13 . Liquid applied roofing
------
14. Cement-adhesive coats
15. ~eet: tifo asaesui@ PM ~ .. fbur Se~c.. -----. -R h,"o ?;~" FLIBl.flfl ,I ..
16. Spray applied polyurethane
roof
2 . Other
• Category/Subcategory Manufacturer Product Description · Limitation of Use State# Local#
.. -·. -~ --. ~, ----·· .. .. . -· ... -.. -··-···--· ---··· --·· ... ----. ... ..
. H. NEW EXTERIOR
ENVELOPE Pl_{QDUCTS ------.. . ..
1. ----.. .. ... . . ·•
2. I
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a · legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I cettify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones
listed in this document must be approved by the Building Official.
(Contractor Name) (Print Name)
Company N ame:__.""'-1-_,__,,__~:...c...!.-"--\,,,<-'-V\....:...=~--=lc.::.C>...1,L_=-=-=-->-="--->-.!.~.,.__-------~H'R+'-fiY--+-------..:::::=~--
Mailing Address : 5":S"')--\ ()'\At6Y\1W. M::::
City: __ \._..,..~µ..&{~~~~-"~j~l~l{,~-----State: fl ..,,, Zip Code: 3 e>-c--S'V7
Telephone Number: c9 b4)_1~o~l_~ _5_5'_~~D _____ Fax Number: ( ) ______ _
Cell Phone Number: ( ) __________ E-mail Address: ±cl aa..r & Lif.-t:bW2ttvl~.J.o~r.es. ~
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v
e
pi
n
s
(m
a
s
o
n
a
r
y
)
.
Yo
u
r
ba
c
k
fa
s
c
i
a
sh
o
u
l
d
at
t
a
c
h
to
th
e
ho
u
s
e
at
le
a
s
t
ev
e
r
y
24
"
,
•
Ca
u
l
k
ou
t
s
i
d
e
co
r
n
e
r
pi
e
c
e
as
sh
o
w
n
(o
n
l
y
ca
u
l
k
th
e
si
d
e
of
th
e
co
r
n
e
r
pi
e
c
e
yo
u
wi
l
l
be
at
t
a
c
h
i
n
g
to
th
e
ba
c
k
fa
s
c
i
a
fo
r
no
w
)
.
Sl
i
d
e
th
e
co
r
n
e
r
pi
e
c
e
on
t
o
th
e
ba
c
k
fa
s
c
i
a
an
d
sc
r
e
w
to
g
e
t
h
e
r
wi
t
h
sh
e
e
t
me
t
a
l
sc
r
e
w
s
in
pr
e
-
p
u
n
c
h
e
d
ho
l
e
s
.
Re
p
e
a
t
fo
r
ot
h
e
r
si
d
e
of
ba
c
k
fa
s
c
i
a
*
(
f
o
r
ea
v
e
s
wi
t
h
a
ba
c
k
w
a
r
d
sl
o
p
e
,
yo
u
ma
y
ne
e
d
to
cu
t
an
an
g
l
e
ou
t
o
f
a
2x
4
an
d
sc
r
e
w
to
yo
u
r
ea
v
e
to
gi
v
e
yo
u
a
fl
a
t
mo
u
n
t
i
n
g
se
r
f
a
c
e
.
)
At
t
a
c
h
t
h
e
g
u
t
t
e
r
fa
s
c
i
a
to
th
e
ea
v
e
or
to
a
wa
l
l
.
Th
i
s
fa
s
c
i
a
ca
r
r
i
e
s
ha
l
f
o
f
th
e
co
v
e
r
s
lo
a
d
so
at
t
a
c
h
it
se
c
u
r
e
l
y
.
•
Ma
r
k
on
th
e
ba
c
k
fa
s
c
i
a
wh
e
r
e
th
e
at
t
a
c
h
m
e
n
t
po
i
n
t
s
ar
e
an
d
dr
i
l
l
ho
l
e
s
in
th
e
fa
s
c
i
a
fo
r
th
e
at
t
a
c
h
m
e
n
t
la
g
bo
l
t
s
(w
o
o
d
)
or
dr
i
v
e
pi
n
s
(m
a
s
o
n
a
r
y
)
.
Yo
u
r
ba
c
k
fa
s
c
i
a
sh
o
u
l
d
at
t
a
c
h
to
th
e
ho
u
s
e
at
le
a
s
t
ev
e
r
y
24
"
.
•
Ru
n
tw
o
be
a
d
s
o
f
ca
u
l
k
al
o
n
g
th
e
ba
c
k
su
r
f
a
c
e
of
th
e
gu
t
t
e
r
fa
s
c
i
a
wh
e
r
e
it
wi
l
l
me
e
t
th
e
ex
i
s
t
i
n
g
bu
i
l
d
i
n
g
o
r
fa
s
c
i
a
bo
a
r
d
.
•
I
f
at
t
a
c
h
i
n
g
to
a
ma
s
o
n
a
r
y
wa
l
l
,
us
e
tw
o
1/
4
"
di
a
m
e
t
e
r
ma
s
o
n
r
y
an
c
h
o
r
s
ev
e
r
y
12
"
on
ce
n
t
e
r
.
(S
p
e
c
i
a
l
fa
s
t
e
n
e
r
s
fo
r
at
t
a
c
h
i
n
g
to
br
i
c
k
or
ot
h
e
r
no
n
-
w
o
o
d
su
r
f
a
c
e
s
ar
e
no
t
in
c
l
u
d
e
d
sh
o
u
l
d
be
pu
r
c
h
a
s
e
d
lo
c
a
l
l
y
.
)
•
Ra
i
s
e
th
e
fa
s
c
i
a
to
th
e
at
t
a
c
h
m
e
n
t
po
i
r
,
t
;i
n
d
fa
s
t
e
n
on
e
en
d
to
th
e
ho
u
s
e
.
(M
a
k
e
su
r
e
sc
r
e
w
s
go
in
t
o
ra
f
t
e
r
s
or
st
u
d
s
at
le
a
s
t
1
1/
2
"
)
•
Pl
a
c
e
a
lo
n
g
le
v
e
l
in
th
e
ce
n
t
e
r
of
th
e
fa
s
c
i
a
,
ra
i
s
e
th
e
en
d
no
t
fa
s
t
e
n
e
d
un
t
i
l
it
is
le
v
e
l
th
e
n
fa
s
t
e
n
to
ho
u
s
e
,
•
Co
n
t
i
n
u
e
fa
s
t
e
n
i
n
g
to
ev
e
r
y
ra
f
t
e
r
,
st
u
d
or
ev
e
r
y
12
"
OC
.
•
Ho
u
s
e
Ea
v
e
At
t
a
c
h
m
e
n
t
im
a
g
g
_
•
~
-
Ho
u
s
e
Wa
l
l
At
t
a
c
h
m
e
n
t
im
a
g
§
•
"
-
Mo
b
i
l
e
Ho
m
e
At
t
a
c
h
m
e
n
t
im
a
g
g
_
G
e
t
Re
a
d
y
fo
r
Pa
n
e
l
I
n
s
t
a
l
l
a
t
i
o
n
•
V
Pa
n
e
l
,
W
Pa
n
e
l
an
d
Fl
a
t
Pa
n
e
l
ar
e
po
s
i
t
i
o
n
e
d
an
d
in
s
t
a
l
l
e
d
in
th
e
sa
m
e
ma
n
n
e
r
•
Pl
a
c
e
ma
r
k
s
on
th
e
fr
o
n
t
an
d
ba
c
k
fa
s
c
i
a
in
th
e
pr
o
p
e
r
pa
n
e
l
in
c
r
e
m
e
n
t
s
to
ke
e
p
fr
o
m
mi
s
a
l
i
g
n
i
n
g
pa
n
e
l
s
-
an
ex
t
r
a
in
c
h
is
in
c
l
u
d
e
d
on
th
e
fi
r
s
t
ma
r
k
to
al
l
o
w
fo
r
th
e
si
d
e
fa
s
c
i
a
.
(2
4
"
pa
n
e
l
in
s
t
a
l
l
a
t
i
o
n
sh
o
w
n
)
Bu
i
l
d
i
n
g
F
r
a
m
e
an
d
At
t
a
c
h
i
n
g
Po
s
t
s
ww
w
.
h
o
m
e
i
m
p
r
o
v
e
m
e
n
t
k
i
t
s
.co
m
/
H
o
m
e
-
C
e
n
t
e
r
/
A
l
u
m
i
n
u
m
-
P
a
l
i
o
-
C
o
v
e
r
-
l
n
s
t
a
1
1
a
t
i
o
n
.
h
t
m
l
2/
4
8/
2
3
/
2
0
2
1
Fr
o
t
Po
s
t
.
-
.
&
B ~~
r'
r
l
Gu
t
t
e
r
fa
s
c
a
--
-
.
.
.
.
.
.
.
.
_
_
_
.
.
.
.
.
_
_
_
o,
..
9r
.
m
1
.
sh
c
t
,
,
s
pd
l
«
l
c
o
\
el
..
t
t
.
l
C
t
1
,
n
g
to
ho
u
,
c
•
e.
:
i
v
e
.,
.
.
,
t
h
l
'
po
s
i
o
v ('
m
,
m
y
St
a
n
d
rd
Po
s
t
&
Tr
l
t
B
e
~
m
.D
i
a
g
r
a
m
Pa
n
e
l
l ns
t
a
l
l
a
ti:
on
rJ
...
.
.
.
_
,
_
,•
TI
it
B
am
I
Al
u
m
i
n
u
m
Pa
t
i
o
Co
v
e
r
In
s
t
a
l
l
a
t
i
o
n
In
s
t
r
u
c
t
i
o
n
s
(t
h
e
r
e
ar
e
se
v
e
r
a
l
me
t
h
o
d
s
fo
r
in
s
t
a
l
l
i
n
g
th
e
un
i
t
-
se
e
di
a
g
r
a
m
at
l e
ft
fo
r
pr
o
p
e
r
at
t
a
c
h
m
e
n
t
of
po
s
t
s
to
be
a
m
o
r
fa
s
c
i
a
)
•
Op
t
i
o
n
1:
Cu
t
po
s
t
s
an
d
at
t
a
c
h
to
be
a
m
o
r
fa
s
c
i
a
(A
)
T
h
i
s
op
t
i
o
n
wi
l
l
re
q
u
i
r
e
ca
r
e
f
u
l
me
a
s
u
r
i
n
g
to
ac
h
i
e
v
e
th
e
pr
o
p
e
r
sl
o
p
e
(a
t
le
a
s
t
6"
)
fo
r
wa
t
e
r
dr
a
i
n
a
g
e
an
d
ma
k
i
n
g
su
r
e
th
e
fr
o
n
t
o
f
th
e
pa
t
i
o
co
v
e
r
is
le
v
e
l
.
{B
)
Po
s
t
br
a
c
k
e
t
s
(p
o
s
t
on
sl
a
b
)
sh
o
u
l
d
be
se
t
in
pl
a
c
e
o
r
ho
l
e
s
du
g
(p
o
s
t
in
gr
o
u
n
d
)
.
(C
)
Me
a
s
u
r
e
an
d
cu
t
th
e
po
s
t
s
an
d
fr
o
n
t
su
p
p
o
r
t
be
a
m
.
ME
A
S
U
R
E
CA
R
E
F
U
L
L
Y
to
ac
h
i
e
v
e
th
e
pr
o
p
e
r
sl
o
p
e
(a
t
le
a
s
t
6"
)
fo
r
wa
t
e
r
dr
a
i
n
a
g
e
,
ma
k
i
n
g
su
r
e
th
e
to
p
of
th
e
be
a
m
is
le
v
e
l
.
At
t
a
c
h
be
a
m
to
po
s
t
s
.
Ra
i
s
e
be
a
m
an
d
po
s
t
s
in
t
o
po
s
t
ho
l
e
s
o
r
on
t
o
br
a
c
k
e
t
s
.
Te
m
p
o
r
a
r
i
l
y
br
a
c
e
in
pl
a
c
e
.
(D
)
At
t
a
c
h
si
d
e
fa
s
c
i
a
to
fr
o
n
t
an
d
ba
c
k
fa
s
c
i
a
,
ch
e
c
k
th
e
fr
a
m
e
'
s
sq
u
a
r
e
an
d
ma
k
e
su
r
e
it
is
le
v
e
l
th
e
n
pr
o
c
e
e
d
to
in
s
t
a
l
l
ro
o
f
pa
n
e
l
s
.
•
Op
t
i
o
n
2:
Us
e
te
m
p
o
r
a
r
y
su
p
p
o
r
t
s
in
pl
a
c
e
of
po
s
t
s
to
su
p
p
o
r
t
th
e
fr
a
m
e
du
r
i
n
g
as
s
e
m
b
l
y
.
We
re
c
o
m
m
e
n
d
2"
x
6"
lu
m
b
e
r
or
4
"
x
4"
wo
o
d
po
s
t
s
in
or
d
e
r
to
cu
t
do
w
n
to
ma
k
e
y
o
u
r
fr
a
m
e
le
v
e
l
at
th
e
fr
o
n
t
wi
t
h
pr
o
p
e
r
sl
o
p
e
.
(A
)
At
t
a
c
h
th
e
fr
o
n
t
,
ba
c
k
an
d
si
d
e
gu
t
t
e
r
fa
s
c
i
a
to
g
e
t
h
e
r
an
d
br
a
c
e
in
pl
a
c
e
wi
t
h
th
e
te
m
p
o
r
a
r
y
su
p
p
o
r
t
s
.
(B
)
Le
v
e
l
an
d
sq
u
a
r
e
th
e
un
i
t
,
th
e
n
cu
t
po
s
t
s
an
d
/
o
r
be
a
m
s
to
fi
t
.
.
.
.
(C
)
At
t
a
c
h
po
s
t
s
to
fr
a
m
e
an
d
se
c
u
r
e
to
br
a
c
k
e
t
s
or
in
po
s
t
ho
l
e
s
th
e
n
pr
o
c
e
e
d
to
at
t
a
c
h
th
e
ro
o
f
pa
n
e
l
s
.
•
Th
i
s
pi
c
t
u
r
e
sh
o
w
s
th
e
po
s
t
an
d
be
a
m
in
pl
a
c
e
.
In
th
i
s
ca
s
e
it
is
at
th
e
pa
n
e
l
'
s
le
n
g
t
h
(p
r
o
j
e
c
t
i
o
n
)
le
s
s
1'
to
cr
e
a
t
e
a
1'
ov
e
r
h
a
n
g
.
•
Su
p
p
o
r
t
Po
s
t
sh
o
u
l
d
be
su
n
k
in
th
e
gr
o
u
n
d
2 '
an
d
se
t
in
co
n
c
r
e
t
e
or
at
t
a
c
h
e
d
to
th
e
pa
t
i
o
sl
a
b
us
i
n
g
br
a
c
k
e
t
s
an
d
fa
s
t
e
n
e
r
s
pr
o
v
i
d
e
d
.
•
Se
e
be
a
m
at
t
a
c
h
i
n
g
_
R
i ct
u
r
e
s
fo
r
th
e
di
f
f
e
r
e
n
t
ty
p
e
s
o
f
be
a
m
s
an
d
th
e
i
r
us
e
s
.
Th
e
r
e
ar
e
se
v
e
r
a
l
me
t
h
o
d
s
fo
r
in
s
t
a
l
l
i
n
g
a
pa
t
i
o
co
v
e
r
.
Se
l
e
c
t
on
e
,
or
a
co
m
b
i
n
a
t
i
o
n
o
f
me
t
h
o
d
s
th
a
t
su
i
t
yo
u
r
pa
r
t
i
c
u
l
a
r
in
s
t
a
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on
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a
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th
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o
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t
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g
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in
t
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t
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s
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)
.
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so
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a
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a
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t
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le
a
k
s
.
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a
s
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d
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s
e
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l
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a
b
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k
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h
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s
t
a
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Pa
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Co
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St
e
p
1:
Th
e
ro
o
f
o
f
yo
u
r
ne
w
pa
t
i
o
co
v
e
r
is
de
s
i
g
n
e
d
to
fa
s
t
e
n
to
yo
u
r
ho
u
s
e
.
Th
i
s
ca
n
be
do
n
e
in
ei
t
h
e
r
o
f
tw
o
wa
y
s
:
1)
di
r
e
c
t
l
y
to
th
e
wa
l
l
o
f
yo
u
r
ho
u
s
e
im
m
e
d
i
a
t
e
-
ly
un
d
e
r
th
e
ov
e
r
h
a
n
g
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
1)
or
..
.
2)
..
.
di
r
e
c
t
l
y
to
th
e
fa
s
c
i
a
bo
a
r
d
of
yo
u
r
ho
u
s
e
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
?.
)
•.
Fo
r
fa
s
c
i
a
bo
a
r
d
in
s
t
a
l
l
a
-
ti
o
n
,
be
su
r
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th
e
fa
s
c
i
a
bo
a
r
d
is
fr
e
e
o
f
ro
t
an
d
is
st
r
o
n
g
en
o
u
g
h
to
ha
n
d
l
e
th
e
we
i
g
h
t
lo
a
d
.
3)
Wh
e
n
de
t
e
r
m
i
n
i
n
g
th
e
lo
c
a
t
i
o
n
o
f
yo
u
r
pa
t
i
o
co
v
e
r
,
be
su
r
e
th
e
r
e
is
en
o
u
g
h
he
i
g
h
t
to
sl
o
pe
th
e
ro
o
f
o
f
th
e
co
v
e
r
.
Th
e
pa
t
i
o
ro
o
f
sh
o
u
l
d
sl
o
p
e
on
e
(
1)
in
c
h
fo
r
ev
e
r
y
12
in
c
h
e
s
of
ro
o
f
-
or
a
1
:1 2
pi
t
c
h
.
Th
i
s
he
l
p
s
as
s
u
r
e
pr
o
p
e
r
dr
a
i
n
a
g
e
.
EX
A
M
P
L
E
:
If
yo
u
r
pa
t
i
o
co
v
e
r
pr
o
-
je
c
t
s
aw
a
y
fr
o
m
yo
u
r
ho
m
e
12
fe
e
t
,
th
e
ho
u
s
e
-
mo
u
n
t
e
d
en
d
o
f
th
e
pa
t
i
o
co
v
e
r
's
ro
o
f
mu
s
t
be
12
in
c
h
e
s
hi
g
h
e
r
th
a
n
th
e
en
d
of
th
e
pa
t
i
o
co
v
e
r
th
a
t
is
fa
r
t
h
e
s
t
fr
o
m
th
e
ho
u
s
e
ov
e
r
h
a
n
g
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
3)
.
I
! !
i
; I
il
l
u
s
t
r
a
t
i
o
n
1
il
l
u
s
t
r
a
t
i
o
n
2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
il
l
u
s
t
r
a
t
i
o
n
·3 ·
-
-
-
-
-
4
6
'
-
-
-
-
-
-
-
-
-
-
-
c on
t
i nu
e
d
11
1
1
In
s
t
a
l
l
i
n
g
Th
e
Pa
t
i
o
Co
v
e
r
co
n
t
i
n
u
e
d
St
e
p
2:
On
c
e
yo
u
'
v
e
de
t
e
r
m
i
n
e
d
th
e
lo
c
a
t
i
o
n
,
ho
l
d
th
e
he
a
d
e
r
ch
a
n
n
e
l
in
pl
a
c
e
ma
k
i
n
g
su
r
e
it
is
le
v
e
l
.
No
w
ma
r
k
th
e
ar
e
a
us
i
n
g
yo
u
r
le
v
e
l
to
cr
e
a
t
e
a
st
r
a
i
g
h
t
li
n
e
.
Ne
x
t
,
pr
e
-
d
r
i
l
l
th
e
he
a
d
e
r
.
Dr
i
l
l
3/
1
6
"
ho
l
e
s
12
"
on
ce
n
t
e
r
or
wh
e
r
e
th
e
wo
o
d
st
r
u
c
t
u
r
a
l
su
p
-
po
r
t
s
·
ar
e
lo
c
a
t
e
d
so
as
to
as
s
u
r
e
st
r
u
c
t
u
r
a
l
st
r
e
n
g
t
h
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
4
-
LO
N
G
LE
G
on
to
p
)
.
In
th
e
ev
e
n
t
th
a
t
yo
u
r
ho
m
e
is
co
n
c
r
e
t
e
,
bl
o
c
k
or
br
i
c
k
,
ho
l
d
th
e
he
a
d
e
r
in
pl
a
c
e
an
d
ma
r
k
th
e
co
n
c
r
e
t
e
,
bl
o
c
k
or
br
i
c
k
wh
e
r
e
th
e
fa
s
t
e
n
e
r
s
wi
l
l
go
.
Re
m
o
v
e
th
e
he
a
d
e
r
an
d
pr
e
-
dr
i
l
l
ea
c
h
ho
l
e
th
a
t
yo
u
'
v
e
ma
r
k
e
d
on
th
e
wa
l
l
.
Th
e
co
n
c
r
e
t
e
·
dr
i
l
l
bi
t
is
de
t
e
r
m
i
n
e
d
by
th
e
co
n
c
r
e
t
e
fa
s
t
e
n
e
r
(n
o
t
in
c
l
u
d
e
d
in
ki
t
)
yo
u
ch
o
o
s
e
to
us
e
.
Yo
u
ca
n
as
k
yo
u
r
lo
c
a
l
ha
r
d
w
a
r
e
st
o
r
e
fo
r
as
s
i
s
t
a
n
c
e
on
th
e
pr
o
p
e
r
dr
i
l
l
bi
t
.
No
w
th
a
t
al
l
ho
l
e
s
ar
e
dr
i
l
l
e
d
,
ca
u
l
k
th
e
ba
c
k
si
d
e
of
th
e
he
a
d
e
r
ch
a
n
n
e
l
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
5)
wi
t
h
th
r
e
e
(3
)
be
a
d
s
of
ca
u
l
k
.
Fa
s
t
e
n
th
e
he
a
d
-
er
to
th
e
wa
l
l
or
fa
s
c
i
a
bo
a
r
d
o
f
th
e
ho
u
s
e
(l
o
n
g
le
g
on
to
p
)
us
i
n
g
ei
t
h
e
r
th
e
#1
0
or
3
x
1/
4
he
x
he
a
d
sc
r
e
w
s
if
wo
o
d
,
or
th
e
dr
i
v
e
an
c
h
o
r
s
if
ce
m
e
n
t
bl
o
c
k
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
6)
.
Ex
t
r
a
fa
s
t
e
n
e
r
s
ar
e
pr
o
v
i
d
e
d
in
th
e
ki
t
.
NO
T
E
:
MA
K
E
SU
R
E
TH
E
HE
A
D
E
R
CH
A
N
N
E
L
IS
LE
V
E
L
BE
F
O
R
E
CO
M
P
L
E
T
I
N
G
TH
I
S
ST
E
P
.
**
L
O
N
G
LE
G
OF
HE
A
D
E
R
ON
TO
P
*
*
il
l
u
s
t
r
a
t
i
o
n
4
il
l
u
s
t
r
a
t
i
o
n
5
-
-
·
-
-
-
il
l
u
s
t
r
a
t
i
o
n
6
5
co
n
t
i
n
u
e
d
In
s
t
a
l
l
i
n
g
Th
e
Pa
t
i
o
Co
v
e
r
co
n
t
i
n
u
e
d
St
e
p
3:
No
w
yo
u
mu
s
t
de
t
e
r
m
i
n
e
th
e
he
i
g
h
t
o
f
th
e
po
s
t
s
an
d
ti
l
t
be
a
m
,
ke
e
p
i
n
g
in
mi
n
d
th
e
on
e
(1
)
in
c
h
dr
o
p
pe
r
fo
o
t
.
Ex
a
m
p
l
e
If
yo
u
r
he
a
d
e
r
is
ei
g
h
t
(8
)
fe
e
t
up
fr
o
m
th
e
co
n
-
cr
e
t
e
sl
a
b
or
de
c
k
,
an
d
yo
u
r
ca
r
r
y
be
a
m
(t
i
l
t
be
a
m
)
is
te
n
(1
0
)
fe
e
t
ou
t
fr
o
m
th
e
ho
u
s
e
,
th
e
ca
r
r
y
be
a
m
sh
o
u
l
d
be
7
fe
e
t
2
in
c
h
e
s
hi
g
h
-
o
r
10
in
c
h
e
s
lo
w
e
r
th
a
n
th
e
he
a
d
e
r
.
Th
i
s
al
l
o
w
s
fo
r
a
on
e
(1
)
in
c
h
dr
o
p
pe
r
fo
o
t
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
7)
Fo
r
in
gr
o
u
n
d
in
s
t
a
l
l
a
t
i
o
n
(p
o
s
t
s
in
co
n
c
r
e
t
e
)
:
If
yo
u
ar
e
no
t
us
i
n
g
a
sl
a
b
o
r
de
c
k
an
d
ar
e
in
s
t
a
l
l
i
n
g
yo
u
r
pa
t
i
o
co
v
e
r
po
s
t
s
di
r
e
c
t
l
y
in
t
o
th
e
gr
o
u
n
d
,
be
su
r
e
to
ad
d
tw
o
(2
)
fe
e
t
to
yo
u
r
po
s
t
le
n
g
t
h
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
8)
.
As
an
ex
a
m
p
l
e
,
wh
e
n
co
m
p
a
r
e
d
to
th
e
sl
a
b
mo
u
n
t
e
d
ex
a
m
p
l
e
ab
o
v
e
,
th
e
gr
o
u
n
d
mo
u
n
t
e
d
po
s
t
s
wo
u
l
d
be
9
fe
e
t
2
in
c
h
e
s
hi
g
h
.
Cu
t
th
e
po
s
t
s
to
th
e
de
t
e
r
-
mi
n
e
d
le
n
g
t
h
.
Us
e
dr
y
ba
g
s
o
f
ce
m
e
n
t
ar
o
u
n
d
ba
s
e
o
f
po
s
t
s
.
0
0
NO
T
AD
D
WA
T
E
R
UN
T
I
L
PA
T
I
O
IS
CO
M
P
L
E
T
E
.
6
H e
a
~
.;
!
.
-
/
10
'
'
.
i
C ar
ry
Be
a
m
/
·
a ·
(ti
lt
be
am
}
l
il
l
u
s
t
r
a
t
i
o
n
7
1 2"
H n l e
W
i d
h
il
l
u
s
t
r
a
t
i
o
n
8
► l
1:
13
.
r
1
·-.2 ·
:
l
2
"
co
n
t
i
n
u
e
d
In
s
t
a
l
l
i
n
g
Th
e
Pa
t
i
o
Co
v
e
r
co
n
t
i
n
u
e
d
St
e
p
4:
Ne
x
t
,
de
p
e
n
d
i
n
g
on
wh
i
c
h
si
z
e
of
pa
t
i
o
co
v
e
r
yo
u
or
d
e
r
e
d
,
yo
u
wi
l
l
ne
e
d
to
me
a
s
u
r
e
fr
o
m
th
e
he
a
d
e
r
ch
a
n
n
e
l
to
th
e
en
d
of
wh
e
r
e
th
e
pa
t
i
o
co
v
e
r
pr
o
j
e
c
t
s
ou
t
.
Fo
r
ex
a
m
p
l
e
,
a
1
0x
2
0
pa
t
i
o
co
v
e
r
wo
u
l
d
me
a
s
u
r
e
ou
t
te
n
(1
0
)
fe
e
t
fr
o
m
th
e
ho
u
s
e
.
On
c
e
yo
u
de
t
e
r
m
i
n
e
wh
e
r
e
th
e
ro
o
f
wi
l
l
en
d
,
me
a
s
u
r
e
in
a
mi
n
i
m
u
m
of
on
e
fo
o
t
an
d
a
ma
x
i
m
u
m
of
tw
o
fe
e
t
.
Th
i
s
ar
e
a
is
·
th
e
pa
t
i
o
ov
e
r
h
a
n
g
an
d
wh
e
r
e
th
e
ti
l
t
be
a
m
wi
l
l
be
lo
c
a
t
e
d
.
Ex
a
m
p
l
e
If
yo
u
or
d
e
r
e
d
a
1
0
x
20
pa
t
i
o
co
v
e
r
an
d
wa
n
t
a
tw
o
fo
o
t
ov
e
r
h
a
n
g
,
th
e
ti
l
t
be
a
m
wo
u
l
d
be
pl
a
c
e
d
tw
o
(2
)
fe
e
t
ba
c
k
fr
o
m
wh
e
r
e
th
e
pa
t
i
o
pr
o
j
e
c
t
i
o
n
en
d
s
,
or
ei
g
h
t
(8
)
fe
e
t
fr
o
m
wh
e
r
e
th
e
pa
t
i
o
co
v
e
r
at
t
a
c
h
e
s
to
th
e
ho
u
s
e
.
Th
e
po
s
t
s
wo
u
l
d
th
e
n
be
pl
a
c
e
d
on
th
i
s
li
n
e
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
9)
.
NO
T
E
:
Be
c
a
u
s
e
th
e
gu
t
t
e
r
sy
s
t
e
m
ta
k
e
s
up
si
x
(6
)
in
c
h
e
s
of
ro
o
f
pa
n
,
th
e
ti
l
t
be
a
m
MU
S
T
no
t
be
cl
o
s
e
r
th
a
n
si
x
(6
)
in
c
h
e
s
to
th
e
en
d
of
th
e
pa
n
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
22
)
.
il
l
u
s
t
r
a
t
i
o
n
9
-
-
-
-
-
-
-
-
-
-
-
-
-
7
8
'
.
.
-·I ~~
-
1
I-
-
f
. ,
-
,·
7 1 ~2
:
l co
n
t
i
n
u
ed
In
s
t
a
l
l
i
n
g
Th
e
Pa
t
i
o
Co
v
e
r
c on
t
i
n
u
e
d
St
e
p
5:
La
y
th
e
no
t
c
h
e
d
po
s
t
s
on
th
e
gr
o
u
n
d
a
ma
x
i
-
mu
m
of
ei
g
h
t
(8
)
fe
e
t
ap
a
r
t
.
Po
s
t
s
ca
n
be
he
l
d
ba
c
k
fr
o
m
th
e
si
d
e
s
a
ma
x
i
m
u
m
of
tw
e
n
t
y
fo
u
r
(2
4
)
in
c
h
e
s
an
d
a
mi
n
i
m
u
m
o
f
si
x
(6
)
in
c
h
e
s
.
Pl
a
c
e
th
e
ti
l
t
be
a
m
in
t
o
th
e
no
t
c
h
of
ea
c
h
po
s
t
an
d
sq
u
a
r
e
up
th
e
be
a
m
an
d
po
s
t
s
.
Ma
k
e
su
r
e
th
e
ti
l
t
be
a
m
is
se
c
u
r
e
in
ea
c
h
no
t
c
h
.
Ne
x
t
,
us
i
n
g
a
5/
1
6
in
c
h
dr
i
l
l
bi
t
,
dr
i
l
l
tw
o
(2
)
ho
l
e
s
th
r
o
u
g
h
ea
c
h
ar
e
a
o
f
th
e
ti
l
t
be
a
m
an
d
po
s
t
.
Us
i
n
g
th
e
1/
4
in
c
h
bo
l
t
s
an
d
nu
t
s
pr
o
v
i
d
e
d
in
th
e
ki
t
,
bo
l
t
th
e
be
a
m
to
th
e
po
s
t
.
Pr
o
c
e
e
d
to
th
e
ne
x
t
po
s
t
an
d
co
n
t
i
n
u
e
th
e
pr
o
c
e
s
s
un
t
i
l
co
m
-
pl
e
t
e
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
10
)
.
Sp
l
i
c
i
n
g
Tw
o
Be
a
m
s
To
g
e
t
h
e
r
.
-
-
In
pa
t
i
o
s
ov
e
r
20
fe
e
t
,
it
ma
y
be
ne
c
e
s
s
a
r
y
fo
r
yo
u
to
sp
l
i
c
e
tw
o
ti
l
t
be
a
m
s
to
g
e
t
h
e
r
.
To
do
th
i
s
,
pl
a
c
e
th
e
en
d
o
f
ea
c
h
be
a
m
in
t
o
th
e
no
t
c
h
e
d
po
s
t
.
Th
e
en
d
of
ea
c
h
be
a
m
sh
o
u
l
d
be
ce
n
t
e
r
e
d
in
s
i
d
e
th
e
no
t
c
h
an
d
to
u
c
h
i
n
g
ea
c
h
ot
h
e
r
.
Dr
i
l
l
tw
o
ho
l
e
s
in
t
o
ea
c
h
be
a
m
an
d
fa
s
t
e
n
wi
t
h
th
e
bo
l
t
s
an
d
nu
t
s
pr
o
v
i
d
e
d
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
10
A
)
.
St
e
p
6:
On
c
e
yo
u
'
v
e
co
m
p
l
e
t
e
d
bo
l
t
i
n
g
th
e
ti
l
t
be
a
m
to
th
e
po
s
t
s
,
ca
r
e
f
u
l
l
y
ti
l
t
th
e
as
s
e
m
b
l
y
up
an
d
po
s
i
t
i on
it
on
th
e
sl
a
b
or
de
c
k
.
Us
i
n
g
a
le
v
e
l
,
ma
k
e
su
r
e
th
e
po
s
t
s
ar
e
pl
u
m
an
d
pa
r
a
l
l
e
l
.
Th
e
n
ma
r
k
ar
o
u
n
d
th
e
ba
s
e
o
f
th
e
fi
r
s
t
po
s
t
wi
t
h
a
pe
n
c
i
l
.
Mo
v
e
to
th
e
ne
x
t
po
s
t
an
d
ma
r
k
ar
o
u
n
d
it
.
Co
n
t
i
n
u
e
un
t
i
l
al
l
po
s
t
ar
e
a
s
ar
e
ma
r
k
e
d
.
Ne
x
t
,
re
m
o
v
e
th
e
po
s
t
an
d
ti
l
t
be
a
m
as
s
e
m
b
l
y
an
d
pl
a
c
e
a
th
r
e
e
(3
)
in
c
h
sq
u
a
r
e
fl
a
n
g
e
at
ea
c
h
lo
c
a
t
i
o
n
yo
u
'v
e
ju
s
t
ma
r
k
e
d
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
11
)
Us
i
n
g
th
e
fa
s
t
e
n
e
r
s
pr
o
v
i
d
e
d
,
se
c
u
r
e
th
e
fl
a
n
g
e
s
in
pl
a
c
e
.
If
yo
u
ar
e
m
o
u
n
t
i ng
th
e
fl
a
n
g
e
to
a
wo
o
d
e
n
de
c
k
,
be
su
r
e
al
l
wo
o
d
is
sc
r
e
w
e
d
se
c
u
r
e
l
y
to
th
e
fl
o
o
r
jo
i
s
t
s
.
We
pr
o
v
i
d
e
co
n
c
r
e
t
e
-
-
-
-
-
t ·as
t
e
n
e
r
s
or
i
f
y :
-
-
--
-
-
-
-
-
-
--
-
8
,,
,
/
/
.
'
,_
;
-;;
:
:
:
:
,
""
i
2"
or
L e
s
s
.,
,
,
,
,
.
.
~
"
"
1
,
_
~
.
,
.
;
;
,
1
/
,,
,
.
;
il
l
u
s
t
r
a
t
i
o
n
10
il
l
u
s
t
r
a
t
i
o
n
1 OA
:
i
-_
1
r
n
-
.
~
'
'
'
_
-
'
,
il
l
u
s
t
r
a
t
i
o
n
11
co
nt
i
n
u
e
d
In
s
t
a
l
l
i
n
g
Th
e
Pa
t
i
o
C
o
v
e
r
co
n
t
i
n
u
e
d
St
e
p
6:
co
n
t
i
n
u
e
d
NO
T
E
:
If
th
e
su
r
f
a
c
e
on
t
o
wh
i
c
h
yo
u
ar
e
mo
u
n
t
i
n
g
th
e
fl
a
n
g
e
s
is
no
t
fl
a
t
,
th
e
re
s
u
l
t
ma
y
be
po
s
t
s
th
a
t
ar
e
un
e
v
e
n
in
he
i
g
h
t
.
To
de
t
e
r
m
i
n
e
th
i
s
,
pl
a
c
e
a
lo
n
g
st
r
a
i
g
h
t
ed
g
e
(o
r
us
e
a
fi
s
h
i
n
g
li
n
e
dr
a
w
n
ti
g
h
t
)
ov
e
r
th
e
su
r
f
a
c
e
of
th
e
co
n
c
r
e
t
e
sl
a
b
or
de
c
k
an
d
ch
e
c
k
fo
r
ga
p
s
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
12
)
.
If
a
ga
p
-hi
g
h
e
r
th
a
n
1/
2
in
c
h
is
lo
c
a
t
e
d
wh
e
r
e
on
e
of
th
e
po
s
t
s
wi
l
l
be
,
yo
u
ma
y
ha
v
e
to
tr
i
m
th
e
bo
t
t
o
m
o
f
on
e
or
mo
r
e
of
th
e
po
s
t
s
to
co
m
p
e
n
s
a
t
e
fo
r
th
e
he
i
g
h
t
di
f
f
e
r
e
n
t
i
a
l
.
No
tr
i
m
m
i
n
g
is
ne
c
e
s
s
a
r
y
if
th
e
ga
p
is
on
e
-
h
a
l
f
(1
/
2
)
in
c
h
or
le
s
s
.
Fo
r
Gr
o
u
n
d
-
M
o
u
n
t
e
d
Po
s
t
s
ON
L
Y
(o
t
h
e
r
s
sh
o
u
l
d
sk
i
p
to
st
e
p
8)
If
yo
u
ar
e
mo
u
n
t
i
n
g
th
e
po
s
t
s
in
t
o
th
e
gr
o
u
n
d
,
yo
u
wi
l
l
ne
e
d
to
di
g
ho
l
e
s
fo
r
ea
c
h
po
s
t
.
Th
e
ho
l
e
s
sh
o
u
l
d
be
tw
o
(2
)
fe
e
t
de
e
p
an
d
12
in
c
h
-
es
sq
u
a
r
e
.
Pl
a
c
e
th
e
po
s
t
s
an
d
ti
l
t
be
a
m
as
s
e
m
b
l
y
yo
u
ju
s
t
co
m
p
l
e
t
e
d
in
t
o
th
e
ho
l
e
s
ma
k
i
n
g
su
r
e
yo
u
ha
v
e
th
e
pr
o
p
e
r
dr
o
p
on
th
e
ti
l
t
be
a
m
of
on
e
(1
)
in
c
h
pe
r
fo
o
t
of
pr
o
j
e
c
t
i
o
n
.
Wi
t
h
th
e
po
s
t
s
in
th
e
ho
l
e
s
an
d
th
e
pr
o
p
e
r
el
e
-
va
t
i
o
n
de
t
e
r
m
i
n
e
d
,
pl
a
c
e
tw
o
ba
g
s
of
dr
y
ce
m
e
n
t
in
ea
c
h
of
th
e
ho
l
e
s
.
DO
NO
T
ad
d
wa
t
e
r
at
th
i
s
ti
m
e
.
Af
t
e
r
th
e
pa
t
i
o
co
v
e
r
ha
s
be
e
n
co
m
p
l
e
t
e
d
,
yo
u
ma
y
ha
v
e
to
"t
r
u
e
up
"
th
e
po
s
t
s
.
Mi
x
i
n
g
wa
t
e
r
wi
t
h
th
e
co
n
c
r
e
t
e
wi
l
l
be
th
e
ve
r
y
la
s
t
ta
s
k
yo
u
wi
l
l
do
.
il
l
u
s
t
r
a
t
i
o
n
12
t
2"
H o
l e
Wi
<l
h
. ·
~
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
9
co
n
t
i
n
u
e
d
11
1
In
s
t
a
l
l
i
n
g
Th
e
Pa
t
i
o
Co
v
e
r
co
n
t
i
n
u
e
d
St
e
p
7:
Wi
t
h
th
e
fl
a
n
g
e
s
se
c
u
r
e
l
y
in
s
t
a
l
l
e
d
,
se
t
th
e
po
s
t
an
d
be
a
m
as
s
e
m
b
l
y
in
t
o
pl
a
c
e
.
Dr
i
l
l
a
5/
1
6
in
c
h
ho
l
e
co
m
p
l
e
t
e
l
y
th
r
o
u
g
h
th
e
po
s
t
an
d
th
e
fl
a
n
g
e
.
An
c
h
o
r
th
e
m
to
th
e
fl
a
n
g
e
s
us
i
n
g
th
e
3
1/
2
in
c
h
bo
l
t
s
pr
o
v
i
d
e
d
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
13
)
.
St
e
p
8:
On
c
e
th
e
ti
l
t
be
a
m
/
p
o
s
t
as
s
e
m
b
l
y
ha
s
be
e
n
se
c
u
r
e
l
y
fa
s
t
e
n
e
d
to
th
e
fl
a
n
g
e
s
( or
in
th
e
gr
o
u
n
d
fo
r
gr
o
u
n
d
mo
u
n
t
e
d
ap
p
l
i
c
a
t
i
o
n
)
,
it
'
s
ti
m
e
to
fa
s
t
e
n
th
e
fi
r
s
t
ro
o
f
i
n
g
pa
n
e
l
in
t
o
pl
a
c
e
.
Wi
t
h
on
e
pe
r
s
o
n
ho
l
d
i
n
g
th
e
po
s
t
s
,
po
s
i
t
i
o
n
th
e
bo
x
e
d
en
d
o
f
th
e
fi
r
s
t
pa
n
e
l
in
t
o
th
e
he
a
d
e
r
ch
a
n
n
e
l
ma
k
i
n
g
su
r
e
it
is
fl
u
s
h
to
bo
t
h
th
e
ed
g
e
of
th
e
he
a
d
e
r
an
d
th
e
ti
l
t
be
a
m
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
14
)
.
Ma
k
e
su
r
e
th
e
po
s
t
an
d
be
a
m
ar
e
sq
u
a
r
e
.
No
w
pu
t
a
sh
e
e
t
me
t
a
l
fa
s
t
e
n
e
r
(#
8
x
1/
2
x
1/
4
)
th
r
o
u
g
h
th
e
he
a
d
e
r
an
d
in
t
o
th
e
t
o
p
o
f
th
e
st
a
n
d
i
n
g
se
a
m
th
a
t
is
at
th
e
ed
g
e
of
th
e
he
a
d
-
er
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
15
)
.
Ch
e
c
k
th
e
ov
e
r
h
a
n
g
an
d
ma
k
e
su
r
e
it
is
ev
e
n
.
Al
s
o
ch
e
c
k
th
a
t
th
e
po
s
t
an
d
be
a
m
ar
e
le
v
e
l
an
d
sq
u
a
r
e
.
On
c
e
th
i
s
is
do
n
e
,
pl
a
c
e
an
o
t
h
e
r
sh
e
e
t
me
t
a
l
fa
s
t
e
n
-
er
th
r
o
u
g
h
th
e
pa
n
an
d
in
t
o
th
e
to
p
of
th
e
be
a
m
.
B
e
su
r
e
to
re
a
d
st
e
p
9
n
o
w
be
f
o
r
e
co
n
t
i
n
u
i
n
g
.
il
l
u
s
t
r
a
t
i
o
n
13
il
l
u
s
t
r
a
t
i
o
n
14
il
l
u
s
t
r
a
t
i
o
n
15
10
co
n
t
i
n
u ed
IT
I
I
In
s
t
a
l
l
i
n
g
Th
e
Pa
t
i
o
Co
v
e
r
co
n
t
i
n
u
e
d
St
e
p
9:
Re
p
e
a
t
St
e
p
8
fo
r
th
e
ot
h
e
r
en
d
o
f
th
e
pa
t
i
o
pl
a
c
i
n
g
th
e
bo
x
e
d
pa
n
e
l
fl
u
s
h
wi
t
h
th
e
ed
g
e
of
th
e
he
a
d
e
r
.
Th
e
n
pl
a
c
e
th
e
fa
s
t
e
n
e
r
th
r
o
u
g
h
th
e
he
a
d
e
r
in
t
o
th
e
st
a
n
d
i
n
g
se
a
m
.
Ch
e
c
k
th
e
po
s
t
fo
r
tr
u
e
n
e
s
s
an
d
pu
t
a
fa
s
t
e
n
e
r
th
r
o
u
g
h
th
e
pa
n
an
d
in
t
o
th
e
be
a
m
.
On
c
e
yo
u
ha
v
e
co
m
p
l
e
t
e
d
in
s
t
a
l
l
i
n
g
th
i
s
st
e
p
,
st
a
n
d
ba
c
k
an
d
in
s
p
e
c
t
yo
u
r
wo
r
k
.
If
ne
c
e
s
s
a
r
y
,
ma
k
e
ad
j
u
s
t
m
e
n
t
s
.
A t
th
i
s
·
ti
m
e
yo
u
ha
v
e
a
pa
n
e
l
at
bo
t
h
en
d
s
of
th
e
pa
t
i
o
co
v
e
r
.
Th
e
po
s
t
s
sh
o
u
l
d
be
st
r
a
i
g
h
t
up
an
d
do
w
n
.
Sh
o
u
l
d
yo
u
r
pa
t
i
o
be
lo
n
g
e
r
th
a
n
12
fe
e
t
,
it
ma
y
be
ne
c
e
s
s
a
r
y
to
re
p
e
a
t
St
e
p
s
8
an
d
9
pl
a
c
i
n
g
a
pa
n
e
l
in
th
e
mi
d
d
l
e
.
St
e
p
10
-
:
,
No
w
pl
a
c
e
th
e
ne
x
t
pa
n
e
l
ov
e
r
th
e
fi
r
s
t
st
a
n
d
i
n
g
se
a
m
pa
n
e
l
yo
u
i ns
t
a
l
l
e
d
.
Be
su
r
e
to
ke
e
p
th
e
pa
n
e
l
at
an
an
g
l
e
.
Th
e
an
g
l
e
wi
l
l
he
l
p
yo
u
"r
o
l
l
"
th
e
se
a
m
to
g
e
t
h
e
r
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
16
)
.
No
w
be
g
i
n
la
y
i
n
g
th
e
pa
n
e
l
fl
a
t
an
d
pu
s
h
th
e
pa
n
e
l
in
t
o
th
e
he
a
d
e
r
.
Pu
s
h
th
e
se
c
o
n
d
pa
n
e
l
ti
g
h
t
to
th
e
fi
r
s
t
pa
n
e
l
so
as
to
no
t
ha
v
e
an
y
ga
p
s
on
th
e
bo
t
t
o
m
si
d
e
an
d
pl
a
c
e
a
fa
s
t
e
n
e
r
th
r
o
u
g
h
th
e
he
a
d
e
r
an
d
in
t
o
th
e
st
a
n
d
i
n
g
se
a
m
pa
n
e
l
.
Us
e
th
r
e
e
pa
n
fa
s
t
e
n
e
r
s
(f
a
s
t
e
n
e
r
s
wi
t
h
ru
b
b
e
r
wa
s
h
e
r
s
)
fo
r
ea
c
h
pa
n
e
l
wh
e
n
fa
s
t
e
n
i
n
g
to
th
e
be
a
m
.
DO
NO
T
ov
e
r
-
t
i
g
h
t
e
n
fa
s
t
e
n
e
r
s
.
Th
i
s
co
u
l
d
ca
u
s
e
th
e
th
r
e
a
d
s
to
st
r
i
p
.
If
yo
u
do
st
r
i
p
a
fa
s
-
te
n
e
r
,
pl
a
c
e
an
o
t
h
e
r
fa
s
t
e
n
e
r
ne
x
t
to
th
e
st
r
i
p
p
e
d
ho
l
e
.
On
c
e
th
e
pa
n
e
l
is
se
c
u
r
e
,
pl
a
c
e
fo
a
m
bl
o
c
k
s
in
th
e
pa
n
e
l
sp
a
c
e
s
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
17
)
.
Do
th
i
s
fo
r
al
l
pa
n
e
l
s
as
yo
u
in
s
t
a
l
l
th
e
m
.
Th
e
fo
a
m
wi
l
l
pr
e
v
e
n
t
dr
i
v
i
n
g
ra
i
n
fr
o
m
be
i
n
g
bl
o
w
n
ov
e
r
th
e
bo
x
e
d
en
d
of
th
e
pa
n
e
l
s
.
On
c
e
th
e
la
s
t
pa
n
e
l
is
in
pl
a
c
e
,
yo
u
mi
g
h
t
ha
v
e
to
tr
i
m
th
e
he
a
d
e
r
ba
c
k
fl
u
s
h
to
th
e
ed
g
e
o
f
th
e
pa
n
e
l
.
Be
su
r
e
al
l
pa
n
e
l
s
ar
e
pu
s
h
e
d
ti
g
h
t
l
y
to
g
e
t
h
e
r
be
f
o
r
e
fa
s
t
e
n
i
n
g
.
il
l
u
s
t
r
a
t
i
o
n
16
l
I
il
l
u
s
t
r
a
t
i
o
n
17
11
In
s
t
a
l
l
i
n
g
T
he
Gu
t
t
e
r
an
d
Si
d
e
Va
l
a
n
c
e
NO
T
E
:
Pl
e
a
se
r e ad
a
ll
3
s
te
p
s
be
f
o
r
e
tr
i
m
m
i
n
g
o
r
cu
t
t
i
n
g
.
Yo
u
r
pa
t
i
o
co
v
e
r
ki
t
in
c
l
u
d
e
s
a
fr
o
n
t
gu
t
t
e
r
/
v
a
l
a
n
c
e
a n
d
tw
o
(2
)
si
d
e
va
l
a
n
c
e
s
.
Fo
l
l
o
w
th
e
di
r
e
c
t
i
o
n
s
be
l
o
w
to
in
s
t
a
l
l
th
e
m
.
St
e
p
1:
(P
r
e
p
a
r
i
n
g
th
e
gu
t
t
e
r
)
Us
i
n
g
me
t
a
l
sn
i
p
s
,
cu
t
in
t
o
th
e
fl
a
t
o
f
th
e
pa
n
e
l
tw
o
(2
)
in
c
h
e
s
.
T
hi
s
cl
l
t
sh
o
u
l
d
be
on
e
(1
)
in
c
h
fr
o
r
n
-
·
th
e
st
a
n
d
i
n
g
se
a
m
.
Af
t
e
r
yo
u
ha
v
e
cu
t
bo
t
h
si
d
e
s
o
f
th
e
pa
n
e
l
,
be
n
d
do
w
n
th
e
pa
n
e
l
.
Do
th
i
s
fo
r
ea
c
h
pa
n
e
l
.
Th
i
s
pr
o
c
e
s
s
st
r
e
n
g
t
h
e
n
s
th
e
pa
n
e
l
,
di
r
e
c
t
s
th
e
wa
t
e
r
an
d
al
l
o
w
s
fo
r
pr
o
p
e
r
cl
e
a
n
o
u
t.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
18
)
.
il
l
u
s
t
r
a
t
i
o
n
18
St
e
p
.~
2:
(G
u
t
7
e
'~
~~d
va
l
a
n
c
e
)
Ho
l
d
a
va
l
a
n
c
e
on
th
e
si
d
e
o
f
th
e
pa
t
i
o
co
v
e
r
al
o
n
g
wi
t
h
a
se
c
t
i
o
n
of
gu
t
t
e
r
an
d
tr
a
c
e
th
e
gu
t
t
e
r
p r of
i
l
e
on
t
o
th
e
va
l
a
n
c e
.
be
su
r
e
th
e
gu
t
t
e
r
ta
b
s
ar
e
be
n
t
in
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
20
)
Tr
i
m
th
e
va
l
a
n
c
e
to
th
e
pr
o
p
e
r
an
g
l
e
wh
e
r
e
it
me
e
t
s
wi
t
h
th
e
ho
u
s
e
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
19
)
.
On
c
e
th
e
va
l
an
c
e
ha
s
be
e
n
tr
i
m
m
e
d
to
th
e
an
g
l
e
of
th
e
ho
u
s
e
,
ha
v
e
an
o
t
h
e
r
pe
r
s
o
n
ho
l d
a
se
c
t
i
o
n
of
th
e
gu
t
t
e
r
in
pl
a
c
e
at
th
e
fr
o
n
t
o
f
th
e
pa
t
i
o
co
v
e
r
.
-~
(!
.
~
8
\E'-
t-
i
i
71
2"
I -,
Ma
k
e
s ur
e
th
e
gu
t
t
e
r
ta
b
s
(t
a
b
s
mu
s
t
be
fo
l
d
e
d
)
il
l
u
s
t
r
a
t
i
o
n
19
ar
e
ag
a
i
n
s
t
th
e
va
l
a
n
c
e
.
A
l so
ma
k
e
su
r e
th
e
fa
c
e
of
th
e
gu
t
t
e
r
is
a
g
a
i
n
s
t
th
e
fa
c
e
of
t
he
pa
n
e
l
s
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
20
)
.
St
e
p
3:
L oc
a
t
e
th
e
po
s
t
w
h er
e
yo
u
wo
u
l d
li
k
e
to
p
l ac
e
th
e
do
w
n
s
p
o
u
t
.
Pl
ac
e
th
e
dr
a
i
n
ou
tl
et
in
th
e
ar
e
a
yo
u
ch
o
o
s
e
on
th
e
bo
t
t
o
m
si
d
e
o f
th
e
gu
t
t
e
r .
Us
e
a
se
r
i
e
s
of
dr
i
l
l
ho
l es
or
a
ti
n
sn
i
p
s
to
cu
t
ou
t
th
e
gu
t
-
te
r
ar
e
a
ar
o
u
n
d
th
e
in
s
i
d
e
o
f
th
e
dr
a
i
n
ou
t
l
e
t
.
Do
no
t
in
s
t
a
l
l
th
e
gu
t
t
e
r
ye
t
.
12
il
l
u
s
t
r
a
t
i
o
n
20
..
.
.
..
..
-
'=
-
-
-
-
...
.
.
.
.
.
.
-
-
-=
=
=
=
-
~
-=
-
-
-
-
-
-
=-
=
=
=
-
-
-
-
-
.
~
.
~
--
co
nt
i
n
ue
d
In
s
t
a
l
l
i
n
g
Th
e
Gu
t
t
e
r
An
d
Si
d
e
Va
l
a
n
c
e
co
n
t
i
n
u
e
d
St
e
p
4:
No
w
in
s
t
a
l
l
bo
t
h
va
l
a
n
c
e
s
us
i
n
g
#8
x
1
/2
me
t
a
l
sh
e
e
t
sc
r
e
w
s
.
Us
e
8
to
10
fa
s
t
e
n
e
r
s
pe
r
va
l
a
n
c
e
.
Th
e
fa
s
t
e
n
e
r
s
ar
e
pa
i
n
t
e
d
so
th
a
t
yo
u
ca
n
us
e
th
e
m
on
th
e
fa
c
e
of
th
e
va
l
a
n
c
e
.
St
e
p
5:
On
c
e
th
e
va
l
a
n
c
e
s
ar
e
in
pl
a
c
e
,
in
s
t
a
l
l
on
e
si
d
e
of
th
e
gu
t
t
e
r
wi
t
h
th
e
ta
b
s
fo
l
d
e
d
up
.
Fa
s
t
e
n
th
r
o
u
g
h
th
e
va
l
a
n
c
e
in
t
o
th
e
s
e
ta
b
s
.
Th
e
va
l
a
n
c
e
sh
o
u
l
d
ha
v
e
al
r
e
a
d
y
be
e
n
tr
i
m
m
e
d
to
ma
t
c
h
th
e
fa
c
e
·
o
f
th
e
gu
t
t
e
r
.
Be
su
r
e
to
ca
u
l
k
th
e
va
l
a
n
c
e
or
th
e
gu
t
t
e
r
ta
b
s
to
ma
k
e
a
go
o
d
se
a
l
.
Ma
k
e
su
r
e
th
e
gu
t
t
e
r
an
d
si
d
e
va
l
a
n
c
e
li
n
e
up
co
r
r
e
c
t
l
y
.
Al
s
o
be
su
r
e
th
e
to
p
of
th
e
gu
t
t
e
r
li
p
(3
/
4
"
)
si
t
s
on
to
p
of
th
e
st
a
n
d
i
n
g
se
a
m
.
No
w
pl
a
c
e
on
e
te
m
p
o
r
a
r
y
fa
s
t
e
n
e
r
th
r
o
u
g
h
th
e
to
p
gu
t
t
e
r
li
p
(B
)
in
t
o
th
e
st
a
n
d
i
n
g
se
a
m
.
On
c
e
it
is
he
l
d
in
pl
a
c
e
,
co
n
t
i
n
u
e
to
fa
s
-
te
n
t
h
e
va
l
a
n
c
e
to
th
e
gu
t
t
e
r
us
i
n
g
th
e
sh
e
e
t
me
t
a
l
sc
r
e
w
s
pr
o
v
i
d
e
d
.
Th
e
s
e
fa
s
t
e
n
e
r
s
sh
o
u
l
d
go
th
r
o
u
g
h
th
e
va
l
a
n
c
e
an
d
in
t
o
th
e
ta
b
s
.
Us
e
tw
o
(2
)
fa
s
t
e
n
e
r
s
on
th
e
bo
t
t
o
m
,
th
r
e
e
(3
)
on
th
e
fa
c
e
o
f
th
.e
gu
t
t
e
r
an
d
tw
o
(2
)
on
th
e
ba
c
k
ta
b
s
(C
)
.
Be
su
r
e
to
ca
u
l
k
wh
e
r
e
th
e
va
l
a
n
c
e
me
e
t
s
th
e
gu
t
t
e
r
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
21
)
.
Al
s
o
us
e
th
r
e
e
(3
)
fa
s
t
e
n
e
r
s
(A
)
th
r
o
u
g
h
th
e
pa
n
in
t
o
th
e
ba
c
k
li
p
o
f
gu
t
t
e
r
.
NO
T
E
:
Be
f
o
r
e
in
s
t
a
l
l
i
n
g
th
e
se
c
o
n
d
ha
l
f
o
f
th
e
gu
t
t
e
r
,
ma
k
e
su
r
e
th
e
do
w
n
s
p
o
u
t
ou
t
l
e
t
is
in
pl
a
c
e
.
Ma
k
e
su
r
e
th
e
ho
l
e
fo
r
th
e
do
w
n
s
p
o
u
t
ha
s
be
e
n
cu
t
an
d
th
e
ta
b
s
ha
v
e
be
e
n
fo
l
d
e
d
.
il
l
u
s
t
r
a
t
i
o
n
21
13
co
n
t
i
n
ue
d
In
s
t
a
l
l
i
n
g
Th
e
Gu
t
t
e
r
An
d
Si
d
e
Va
l
a
n
c
e
co
n
t
i
n
u
e
d
St
e
p
6:
Co
n
t
i
n
u
e
th
e
in
s
t
a
l
l
a
t
i
o
n
by
mo
v
i
n
g
to
th
e
ot
h
e
r
si
d
e
of
th
e
gu
t
t
e
r
.
Ap
p
l
y
ca
u
l
k
to
th
e
gu
t
t
e
r
ta
b
s
or
va
l
a
n
c
e
t
o
ma
k
e
th
e
m
wa
t
e
r
t
i
g
h
t
.
If
yo
u
ha
v
e
mo
r
e
th
a
n
on
e
pi
e
c
e
o
f
gu
t
t
e
r
pl
a
c
e
tw
o
be
a
d
s
o
f
ca
u
l
k
wh
e
r
e
th
e
tw
o
gu
t
t
e
r
se
c
-
ti
o
n
s
ne
s
t
ea
c
h
ot
h
e
r
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
22
)
.
Fa
s
t
e
n
th
e
gu
t
t
e
r
in
pl
a
c
e
us
i
n
g
th
e
sa
m
e
pr
o
-
ce
d
u
r
e
de
s
c
r
i
b
e
d
in
St
e
p
4 .
On
c
e
th
e
gu
t
t
e
r
is
in
s
t
a
l
l
e
d
,
pl
a
c
e
on
e
(1
)
fa
s
t
e
n
e
r
in
th
e
gu
t
t
e
r
fo
r
ev
e
r
y
st
a
n
d
i
n
g
se
a
m
an
d
th
r
e
e
(3
)
fa
s
t
e
n
-
er
s
to
ho
l
d
th
e
ba
c
k
of
th
e
gu
t
t
e
r
to
th
e
pa
n
e
l
.
(s
e
e
il
l
u
s
t
r
a
t
i
o
n
21
,
fa
s
t
e
n
e
r
s
"A
"
)
St
e
p
7:
No
w
in
s
t
a
l
l
th
e
do
w
n
s
p
o
u
t
an
d
el
b
o
w
s
.
Se
c
t
i
o
n
s
sl
i
d
e
to
g
e
t
h
e
r
fo
r
ea
s
y
in
s
t
a
l
l
a
t
i
o
n
.
St
r
a
p
s
ar
e
pr
o
v
i
d
e
d
wh
e
n
se
c
u
r
i
n
g
th
e
do
w
n
-
sp
o
u
t
to
th
e
po
s
t
is
ne
c
e
s
s
a
r
y
.
Ea
c
h
st
r
a
p
sh
o
u
l
d
re
c
e
i
v
e
tw
o
(2
)
1 /2
in
c
h
fa
s
t
e
n
e
r
s
.
St
e
p
8:
If
yo
u
r
po
s
t
s
ar
e
in
th
e
gr
o
u
n
d
,
ma
k
e
an
y
ad
j
u
s
t
m
e
n
t
s
to
le
v
e
l
an
d
tr
u
e
th
e
m
,
an
d
th
e
n
ad
d
wa
t
e
r
to
th
e
ce
m
e
n
t
yo
u
pl
a
c
e
d
in
th
e
ho
l
e
s
.
Ba
c
k
fi
l
l
wi
t
h
di
r
t
.
NO
T
E
:
Be
su
r
e
yo
u
pi
c
k
up
al
l
of
th
e
pi
e
c
e
s
of
sc
r
a
p
me
t
a
l
an
d
fa
s
t
e
n
e
r
s
th
a
t
ma
y
be
on
th
e
gr
o
u
n
d
fr
o
m
th
e
in
s
t
a
l
l
a
t
i
o
n
.
-
-
-
-
-
-
-
-
-
-
-
•
·
-
-
-
-
-
-
-
-
-
-
-
-
-
il
l
u
s
t
r
a
t
i
o
n
22
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
14
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·. PERPENDICULAR MEMBER
1• X 1• X 1/16" ANCLES 2• LONG Y,\lH 2-~ X 11/2"
LONG S.M.S. AT EACH LEG l'!PtCAL EACH SIDE, TOP
& BOTIOU) •
2-# 10 !.M.S. FROM INS1P£ FACE OF
POST IN"TO SCREW SPUIIES OF HOU.OW
GIRT (1" EMBEOMOIT lollNMIJlo(.)
2" X 2• HOI.LOW
HORIZONTAL (GIRT).
··;;.i.·· ...... ··•
NOTE.·. r-'i<PVIOE='.
'2.-'10~ \1/i' SMS
IN1~i<:t--Ul>,\..l-Y
IN ll~L.l ~ L ?I-IP.
SEIF MA Tl"1G POST OR HOU.OW POST. ~ I" ti ll 11 14 '2 t. rt<'PLC.1..1?~·
W/?.-S/f/><~8 Te:K''W
~AC.I-I, WA'( ~l-\-
$t1r;i~ ~,~,. (A1.,.i.)
TYPICAL 1 x 2 TO HOST AT CORNER 1 . t >4 'l. io 1..'f.'2. r\'<:i WAi..L.. w;,1;11><~10 61"\~ ~ 1~·0.c.
---1•-x 2· oe o POIIM£TIR
F~ PER NOTE #1-
TYPICAL CHAIR RAIL TO POST DETAIL
'l:J. pp..•fl l> Oil. 5~1f> Po~~ .,. ...
. 1 ... x 2" cont. w/ ~ "'
Y{~.t/}!4r"' tapcons 1 •
at 24 ... o. c. '
2" x 2" x.125 angle
each side post
2 -# 10 x ¾" sms
into post and ¼" ~ 8"i'..lt="\o5t-1'5
fo\'Z-v../ oa t7 t:'z;;c.¥:.
2"Mln
edge
· tapcc;m I vi" ~M:G1:::J1
ArJ-r? AHGL-e: fO~
~..L..&.~~__:..~-E:ACl-l ~•• P'051 -Srz:~ ..
2-I 10 S.U.S. FIICIM IHS10C f"ACE
OF 1 X 2 08 INTO SCREW SPLINES
OF t!OU.OW GIRT (1" EMBEOMENT
MINIMUII.)
TYPICAL 1 x 2 TO HOST AT GIRT
I :i<'.2. ·fo 1,)(,Z \:'.JZ'.f. ~AU-\./ '21¼ ~,o $M~ e: llp110 , C ,
TYPICAL FOUNDATION DETAILS
Ribbon Footing
ll..~f'?i~.
NOTES: .
Pile Type Footing .
1. Concrete shall be minimum 2500 psi. Cover for rebar shall be 3". · I ed, I
2. Flberm~sh shall be used In lleu·of welded wire mesh.· · • ' · • .
3. Slab on grade shall be used for roof areas less than 360 sq. ft. or for posts with tributary areas ·
less than 75 sq . ft.
4. ~inimum slab thickness shall be 3-1/2".
s. Foundation shall bear on compacted subgracfe with lS00psi minimum bearing capacity.
6. Pile type footing shall have 3/8" diameter rods 12" long thru oosts each way.
7. Embeded aluminum posts shall be isolated from concrete 'fu pt-event corrosion.
8. Posts supporting carrier beams shall have adequate foundation f9r hold down capacity.
A minimum of one cubic foot of concrete for each ten square feet of screen roof.
•,f
Typical Cage Bracing Details -
S-3/ 4 ·11 X 111 x l/e,11 Galv. Strap Plate·
Triahgular plate
w/8 -#10 sms.
z-5/t~u Anchor bolt (E,cpansion Bolt)
oe 2-_.1 /4-'\ ,c · tY/ 1A<f .cotl$ · 5/5 Cable
Cable required
when enclosure
extends more than
18' from host.
Galvanized Str:ap Detail
NICO Sleeve
.,. " -~ ·: . .,· . . . . . . :·
CAME.L ~AC.K t7E"TA IL
One pair of cables
for every 300 sq. ~.
wall surface area •
5/S Cable
. · · · ooped Cable
)4 HI< I Vi TA r'i:'.0,-1 INTO
CoHC-~-E,~n~-v~ ~ rd.rfi,-..JC:i
NOTE: 1. Self--tappirig SMS shall be stainless steel or zinc coated.
Loop~d Cable Detail
2. Members sh~il be Isolated as reoommended to prevent com:,slon .
General Notes and Design Criteria: ; ,.,
i. Pool/Patio Enclosures and Screen/Glass Room Additions are designet to b~ attached to a
permanent structure of adequate capacity. -
2. The contractor shall verify that the host structure is in good condition and of sufficient strength to
support the proposed addition .
~-The FBC ;7'ii-i EJ H :on "lt;t'W is the basis for design wind load as per Chapter 20, Table 2002.4.
4. Maximum purlin spacing is 7'-0': Internal lateral bracing required for spans over 39 feet.
5. Mean roof height shall be less than or equal to 30 feet. 'The height of the addition shall not exceed
the height of the host structure.
6. The exposure is per site location. ~'C" for structures along the coast and "B" for all others.
7. The pool/patio beam spans are based on op~n buildir:ig ~lassification. _The typical details shown are
indicative of a standard installation. . · · ·
8 . Fasteners shall have a head and/or be-provided with washers not less than 1/2" in dia. For decking
and siding. · . . -. '
MINIMUM POST SIZE AND NO. OF SCREWS
· Beam Size Post Size #8 #10 #14-
I
2x5 2X4 . 10 8 6
2x6 2x4 10 8 6
2X7 2x"s 14 12 10
2x8 2x6 14 12
2x9 2x7 16 1,J-
~x 10 2x8 16
MINIMUM SPACING AND EDGE DISTANCES
#8 #10 #14
Minimum Spacing 5/8" 3/4" 1"
Min. Edge Distance 5/16" 3/8" 1/2"
SCREEN/GLASS ROOMS & ENCLOSURES
Vincent Seibold PE 48288
1015 Atlantic Blvd. #128
Atlantic Beach, FL. 32233
Phone: 904-568-4112
· ........ ,
/3)"'1-¥;;'.i~·i-~"t"-idt.
: ····-.ROOP t'>J.l·FOR .
. ~QN-1iisULA1?D ~.
CGMTINOUS
· ooR;l;iCEO~ HeAC'eR FASivleP,:··
,. ',. I 'Z' O.C:
3'il 12" l',._N OR . : .
POLY-ROOF ~ .
w/ V..·• 2' LAGS
TO e,AQ1·5TUO
BEAM BEARING DETAIL · · • · Complete Panel
. SLOPE .. .-10 x 4•·S.M.S. W/ 1 Y, •
Fender Washer And Neoprene Ga&kat
12• o.c . ("fyp.)
COMTINOUS exTIWCIED
HeAD!!RA:rf>C1fD
3'PANROOF _r-:
0!1.3',"~-~-· o• POLY-ROOF . •
\.
5U!>l',AOA·
RfOUIRfD
.l'rt!~ ...
oureR .
. r'l>P,A 15 ·.
'U:5;3 · .
rHAH .i-Y,• . TH I0;.O1!,".
·~··3•~ ..,tlfo -. wta nlcs:,.
. . ·. . \USfANGL'E~exf :
,,,, 110. -io· ~ e>a1 ✓· . ., ·. · ' ~~~J.a'eirro ..
1z-rANoR110.·w _ :. _,..ac,.._..,,,,o.w :.
T~ 12:"0.c;,~R.· · . r••a. 12'0.C. :·
. • . PO\.Y-~1"... . ..,,._,
.At."\°lt~N~i"~-'2-~1<01'-11/i' ~1-1'::i
1"f-l~-"Bo~e~ ~1--t-l ,~~o i-,l.o':>1'
Upright To Base A.pd To Beam Detail
t--------:;;;:::Jk-seam/ Header
(2) #10 ,c 1•1,··s .M.S. Into
Screw Boss
CALJIJ< ALL EXPOSED SCREW
• HEADS
, I is~~ICJl~;;~~;;::;;it--r--r xr x0.04A" HOtLOWEJCT. \);= Slt6"0,.:-4'LONG{MlN,)l.AG
'-----illl!----t--~~:~ ~;:)IITTO
RAFTER OR TRUSS TAIL
CONVENTIONAi. RAFTER OR '-----a--.--J--TRUSS TAI.
WEDGE ROO F CONNECTION DETAIL
Angla Olps May Ila
substlWted Rlf:lOt«!mil
screw Systems
.Z '' ;< ~ '' ·nH< . 6J1"re: re.
'S""-r~.a.f'q ~ f"IA'" o,e,,
W/Z-fl 14",,.. ::l/4-" 6r-1-S ·n.1/<'.t..1 c,uT"f't~. ~ ~ 0r,-e f{ 1.., r
2x3-0R3~0R. . .. ·-4~•4:' rc;sr: ..
f 1'!;< "'r ? A·-n O ,..;
.W/-5c.~w
. ~!:>&5
\.,_ 4-iY,z.111< ;!:\Cl ~1"'1'6
~i:eu f'°O::OT I ....i-ro
e:;G ie::,E,v,.J $c>$,$=e~
'2. "4 ';>l'(\\S
fb ~:r/ ~liAr-1
11
R f A h · D t " I Composite op nc onng e al. s #8)!1/,.'S ,M,S.Spaced
Comp o_ s. ltt:./P?l'1~ .. ,··;. . . @ s•.p.c, B.Qtb s1das caulk · All' Exp,i,sed Strew Heads
Alternate Connection:
(3) #'8 scr:ews .Per Pan With .
1 • ·Minimum Embedmqnt Into
Fascia Through Pan Boxed ·Eno
Ex isting Raft:.er _,.-4-...-
••• •1',
·.·~•·~·\;.~:~. ·~·l·.~,e~·,apt ..... · ..
· · · •. _ .••. : ·H~ade~ ectruded or Bra.lf..-F.o,:ined
. ' (0.044' Min. Thlckne.55)
IIJ""T""'""r-,-·-1 _'iflth Min'.. ~ 1/J. • ~e;irl['9:l.&g.
-;,'.--;.: .·•i_." ~.;;.•;; ... · .. ·_-r ... 4: .:
R.oor Panel · •.10 x 1-y,• wood or S.M.S. (2) Per --+I:=;°;;"'=""=~~
R.artar r-....,....:=:...::i
#'10 X3/•" Wood Or s.M.S. _.....;.. __ __,
i2• o.c. . ., , 1.B •1(1/1'~ s.'M.S. (3) Per Pan
1=x1st1ng Fada ---'-. -"---J .... , ., , : . @CITTOM}/llld (lJ@ Riser
f<>rW.n At1a~! · · ; :' (mP} ·, · ' ,... . ~=::::=~~Oft" ~ ,•I ,:•.~ ,
• ,. .. o.c. uu. .
SCREEN/GLASS ROOMS & ENCLOSURES
REVISIONS .
Vincent Seibold PE 48288
1015 Atlantic Blvd. #128
Atlantic Beach, FL. 32233
Phone: 904-568-4112
pesign Method : MVVFRS Components & Cladding
Basic \/\/ind Speed : 120MPH
Building Category: I
VVind Exposure : B
The design and span shown on this
drawing are based on the load
requirements for the Florida Building
Code 7th Edition, 2020
Smith Residence #11136
1857 Fordyth Court
Atlantic Beach , FL. 32233
Wlite frame patio cover
Existing 4" concrete slab
Contractor: Lifetime Enclosures, Inc.
Jeff Briar CRC028471
5521 Chronicle Court
Jacksonville, FL 32258
904-731-5580
904-7-j ~ -."750 fax
1!4'=12"
Date:5/11/2021
Drawn by: Greg Knight
Vincent Seibold PE 48288
1015 Atlantic Blvd. #128
Atlantic Beach, FL 32233
904-568-4112
-!.. +
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.. iO' C" +/-
LEFTVIEW
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PLAN VIEW
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·-2x7 smb
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121 .5" +/-
21' O" +/-
FRONT VIEW
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RIGHTVIEW