HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE 140 MUST BE COMPLETED FOR APFUCATiON TO.13E ACCEPTED
Date: 1 ��5 t \A Permit Number.
RECEIVED
Building Permit Application JUL 15 ?
5 zoa9
Planning and Development Services
Building and Code Regulation Division 57, Lucie County, Permitting
2300 Virginia Avenue,Fort Pierce FL 34982 '
Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential
PERMIT APPLICATION FOR:, To Select from dropbox, click arrow at the end of line S\^,b
.PROPOSED IMPROVEMENT.LOCAT,iONi
Address: /, �r d � ne �U�_ r1 lea
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'Legal(Description: T(-\c4 r 414 r, S`j'l&wn j el (Yig 23 A-0=f E 3
L,Os C
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Property ax SD#: �3 a 6-±'Cd"1 -11611- C')l7(! -3 Lot No.
Site Plan Name: 3- 4(1 � •�� ��C4 �rrc,tl����` ` S B1ock.No.
:Project Name:
Setbacks Front Back: Right Side: Left Side: r
DETAILED DESCRIPTION OF WORK.
0,V, C Sfa
CQNSTRUCTIQN INI=ORMATIC?N
A itiona wor to bene( orme j un er t is p
❑HVAC ermit-check a appy:
L.J Gas Tank ❑Gas Piping _Shutters 0 Windows/Doors
QElectric Plumbing ` OSprinklers Generator F-1 Roof
Total Sq.Ft of Construction: Sq.Ft.of First Floor.
Cost of Construction:$ I(�� Utilities: Sevier Septic Building Height:
0111INER/LESSEE CONTRACTOR
Name C Name: a C
_
Address: .6 cit �c Company: 1� c 1/-
city: State:E - Address: Z C09 E
ka
Zip Code:-If J.�1 Fax: / / City: Ff ! -� State: .
Phone No., 7123 411/ 3-6 c13 Zip Code:�l Fax: ?a�- �f6fv f
E-Mail: -�I/� Phone No.
Fill in fee simple Title Holder on neat page(if different . E-Malt:
from the Owner listed above) State or Coun License:,
if value of construction is$2500 or more,a RECORDED Notice of Commencement is required. .
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MDESIGNWEENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable
Name: Name:
Address: Address:
CKT. State: Mr. state.,
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER:• ' _ Not Applicable BONDING COMPANY: Not Applicable
Name: Name
Address: Address:
CftY'
Zip: . Phone: ?.rp: Phone: r
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laertlfyrtbatnoivorkorinstallation Imcommencedpriortotheissuanceofapeemit . Sr, LucIo County, Permitting
St Lucle County makes no reption that is granting armit pewill authorize the permit holder to build the subject structure
which Is in conflict with a apppHc Home Owners Aswaadon rules,bylaws or an covenants that may restrict or prohibit such
strucw e.Please consult your Home Owners Association and review your deed for any restrictions which may apply_.
in consideration of the granting of this requested permit I do herebyagree that i will,in all rapects,perform the work
In accordamm-with the approved planes the Florida guildhV Codes and St Jude County Amendments.
The failowing`beiildinEg permit applications are exempt from undergoft o fent concurrency review:room addWom
accessory structures,swimming pools;fences,walls,signs,scremroon-Vnd accessary to to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencenwat may result in your�w*ng twice for
Improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection.Ifyou intend to obtain finagpnR,consult with tender or an attorney before
commendna work or recording aur Notice of Comm enceMe
01
*mfitre of Owner/Agent/Lessee Signature of Contractor Holder'.
STATE OF FLORII A STATE OF fU3Ri A
COUNTYOF Sk. 1„v�t� COUNTYOF
The forming instrument was acknowledW before me The forgoing instrument was acknowledged before me
The
of -405k '--- ,-20 Abpthk ' .day of -5 E ,20. b-
(Nance of person acianowledging) (Name of person admowkdgUrg)
(Signature of Notary Public-State of Florida} (Signature of Notary blit-State 4f Florida)
Personally Known OR Produced identification ICreown OR Prods
Type of ideretiHeatlon Produced - JALi:.,� of Identification PrauiyG�
Commission No<stf c'sa,l�a.3 q�N��� �A v 6?4 bsiort NO.
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Revised 07/15/2014 80
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REVIEWS - FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
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IERCE, FLORIDA 34982
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772-461-5369
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SCIS Home ! Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ► FBc Staff.I Bas Site Map Unks Search
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Ic' !Product Approval
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� Product Approval Menu>Product or APp11cation Search>Application Ust>Application Detail
o- o FL# FL16984-112 RECEIVED
Application Type Revision
Code Version 2017 J U L 15 2019
Application Status Approved
ST. Lucle County, Perrr�ittin
Comments
Archived
Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8717,NW 117 Street
Suite 1
Miami Garden,FL 33018
(786)621-6706
paloucks@gmall.com
Authorized Signature Javad Ahmad
alfarooq@afceng.com
Technical Representative Cliff Yates
Address/Phone/Email 8717 NW 117 St
Ste 1
Miami Gardens,FL 33018
(239)225-9041
cyates@jupiter-industries.com
Quality Assurance Representative
Address/Phone/Email
>=
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
,� �, Professional Engineer
' Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Javad Ahmad
LU the Evaluation Report
Florida License PE-70592
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
LLValidated By Jesus Gonzalez,P.E.
4 Validation Checklist-Hardcopy Received
Certificate of Independence FL16984 R2 COI SS-Regency Aluminum Accordion Shutter-CI 2017.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
ht4)sJ/foridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvBwYu9TrZNm7QkQElOjl4oJwyXa9FHrhf2HgFgUQVL7w%3dp/o3d 1/2
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61G20-3-.METHOD 1 OPTION D
FL 16984
Detailed Product Description: Date: 12/13/2017
Manufacturer:NATIONAL APPROVED SHUTTER ASSOCIATION
Manufacturer Address:8717 NW 117 STREET SUITE#1,HIALEAH GARDENS FLORIDA 33018
Model Name:'REGENCY'ALUMINUM ACCORDION SHUTTER ^�
Maximum Span:150"
Maximum Load:+200 PSF,-200 PSF(Large Missile Impact)
Installation Drawings#W14-02
This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements.
The above maximum parameters do not occur simultaneously.
See installation drawings foe combination of span vs loads.
Comparative analysis used X Yes No
Mandatory Tests(Tested in accordance with TAS-201,202,203)
-` TEST DESCRlPTlON TEST'LOGATiC1N TEST REPORT TEST Test
K;
t.:
e
Seald by
DATE -' REPaRT _
ASTM E330&TAS Uniform Static Fenestration 02/27/2009 FTL-5874 Carlos Rionda,P.E.
202 Air Press. Testing Laboratory
FBC 1626.2 Large Missile Fenestration 02/27/2009 FTL-5874 Carlos Rionda,P.E.
(TAS 201&203) Impact& Testing Laboratory
Cyclic
Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the
above product conforms to the requirements of the 2017 Florida Building Code.
Evaluation Report Engineer: aaaaaa,rrr,,
`aaa��Pa A�►,yq
No 70592
lavad Ahmad PE#70592o R CoA Gia,
•••hs�QNAL�NaaJ $ealed:12/14/2017
••hruuaN
Ai-Farooq Corporation EB#3S38
9360 Sunset Drive STE 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 wwi .afcene.com l alfarooa@afceng.com
313012018 Florida Building Code Online
Sectionsfrorn the Code
Product Approval Method Method 1 Option D
Date Submitted 12/14/2017
Date Validated 12/17/2017
Date Pending F13C Approval 12/19/2017
Date Approved 02113/2618
Summary of Products
Fl.# Model,Number or Name Description
16984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion shutter.
Shutter
Limits of Use Installation Instructions
Approved for use in HVHZ.Yes FL16984 R2 1I SS-Regency Aluminum Accordion Shutter-
Approved for use outside HVHZ-.Yes 2017 DWG W14-02.pd
Impact Resistant:Yes Verified By:Javad Ahmad PE 70592
Design Pressure:+200/-200 Created by Independent Third Party:Yes
Other.See drawing 14-02 for span vs load combinations and Evalualiblon Reports
installation details. FL16984 R2 AE SS-Recengy Aluminum Accordian Shutter-
RAE 2017.Ddf
Created by Independent Third Party:Yes
L�3Ci: [Vete
Contact Us::2601 Stair Stone Road.Tallahassee FL 32399 Phone,§50-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2011 State of Florida.::Privacy Statement::Acoesi-s-lbility Statement Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-reeDrds request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 050.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter,455,F.S.must provide the Department with an email address If they have
one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a persona
address,please provide the Department with an email address which can be made available to the public.To determine if you are 6 licensee under Chapter 45S,F.S.,
please clidc here.
Product Approval Accepts,
Credit Card
Safe
https:/Moridabuilding.orglpr/pi�app-.00.a$pX?param--wGEVXQwtDqvBwYu9TrZNm7QkQE[Ojt4oJwyXa9FHrhf2HgFqUQVL7wo/o3d`/*3d 212
DEFLECTION CURVE AT 100 PSF SLAT PERFORMANCE -CHART
V ACCORDION SHUTTER EI"0622854 romm LOAD
DEFLECTION CURVE FOR POSITIVE LOADS ONLY 61 91' +
SPAW39 OR 0'FOR POB.LAAO
NEDATLWE Lm Cl•TFSMAY Q
IVAvae.n F04 xEa.LOAD.
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AN
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60 7H 80 90 100 110 120 130 140 ISO §
SLAT SPAN - INCHES �mD
00 ad06
MINIMUM SEPARATION FROM CLASS c
SEPARATION READ.DUE TO WIND LOAD SEPARATION RECD.DUE TO 12 Ih
` SHUTTER SPAN+H+ IN. LARGE MT AU IMPACT 12
DESIGN LOAD PO+ pSF FOR SLAT SEPARATION IG-1�i
FACTOR.K+Pd/106• IN. SPANS UPTO T9 TA
READING FROM SPAN 0.CURVE+0. DL Be' PR-
DEFLECTION AT Pd HAD.+ IN.
MIN,SEPARATION REDD.+K+0+1•• B1. 120• 3• j
180" 3-T i U!
FOR INSTALLATIONS UPTO 30'OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOADREQREM
SHOWN ABOVE
FOR UINSTALl�ATIONS ABOVE 30'OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. I�r gym{
TIM NO PAIR OF MM STMU.BE UNDER TO'ASOVE ORADC TO WANE I.F=HAS58E NPIdT r
O}
_ USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM CLASS tU
LARGE MISSILE IMPACT RESISTANT PRODUCT FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. '60 70 80 9H 100 110, 120 130 140 150
COMPLY WITH TAS 202,201 AND 203 OF FBC. GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHES
HIGH VELOCITY HURRICANE ZONE AREA
SLATFY SLAT CAPACITY
GENERAL NOTES FORUSE THE REQUIRED DESIGNELOAD FOR TCHART To HE PARTICULAR LOCATION,
L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE €9
REQUIREMENTS OF THE 2014(57H£DMON)/2877(6TH EDITION)FLORIDA DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS 12 p B
BUILDING CODE INCLUDING MGH VELOCITY HURRICANE ZONE(HVN2). OF ASCE 7-10. X1
2 DESIGN CRITERIA FOR ALUMINUM,MINIMUM MECHANICAL PROPERTIES, 3S
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM
CONSTRUCTION MANUAL'LATEST EDITION.
3. ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN
4, MATERIALS INCLUDING GILT NOT UMFT£D TO 57 u£TAL SCREWS,THAT o a
COME INTO CONTACT WITH OTHER DISSIMILARMA LS SHALL MEET THE c m'
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. J�QDUC7 MARKING FL #16984 o
t m
S. ANCHORS SLTf BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS
AND DSTAtIED A LABEL SHALL BE AFFOIED ON LACKING MEMBER OF UNIT
EO PER MANUF'S INSTRUCTIONS.SPEdFlABOVE LOCK WITH THE FOLLOWING STATETAENT.
ED EMBEDMENT TO BASE 1 111 I
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND
t ttt�T�Ay A��r
NATIONA4 APPROVED SHUTTER ASSOCIATION INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION t�iY .•..,,, ��/
6 !OJ SALTS SHALL BE STAINLESS WSIMING ALUMINUM ALLOY 2024-T4PROWOCD HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OETAILED
OR 7075-Te. OR PLATED STEEL. WIND NUIS TO BE OF ZINC ALLOY. 8717 N.W.NW117 STREET SUITE g1 ON TTIIS DOCUMENT,
7• DESIGN CRITERIA FOR SLATS:MAX DEFUECRDIN S THE LESSER OF L/30 OR 2•. HIALEAH GARDENS, FL 33018 B-THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALM IF
B, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ALS ANT aEA+s No.70652 _
C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLOMOA REOISTEREO
FOR
A SRT RE RECEIVING
PROJECT.Le.LIFE SAFETY OF THIS PRODUCT,ADEQUACY EN WEER CIL ARCK=WW-4 WSL BL'COUE THE ENGINEER CF RECORD(EOA.) - • u
OF STRUCTURE RECEMNc THIS PRODUCT AND SEALING AROUND OPENING FOR FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE PROPER
WATER INFILTRATION NOT ON RESISTANCE ETC. USE OP THE P.E.D,ENGINEER OF RECORD,ACTINO AS A DElEM1£D i q drgwing no,
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO ANALYZED SEPARATELY, ENWEER TD THE PXO.ENCIXEER WKL SUMR TO THIS LATTER THE SITE i
AND TO BE RENEWED BY BUILDINO OFFICIAL. SPECIFIC DRAWINGS FOR REVIEW. rr� FtOR. .•''� � 14-02
9, ANCHORSO LOAD DIUNTRO WOOOON OLY.INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF D-THIS FOR INSTALL1Ti0N DETAILS SEE SHEETS 3 THRU 6. PPI e'Ns<�swwu€t OMERER OF AMORD THAND AI PPREP TGSIM MO Ma�ri�� shBEt of
Sealed:12114/2017
4.571 3,115 MIS 5.000
.0494,032 2.082 2.062 .128
828 .126 a 2
1.266 1.2137 .128 TYP. 1pg�p
.250 1.978 � ! �•. .£f -
R.241 R.112 2.600 1.268� 1 X37 2,000 2 3 1 j6; Q INNi
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4,636 .718 [=E1 M. H eA R BUILT-CLT ANdLES
4.032 6083-T8 8083-T8 {JL4
WALL HEADER
.046 8063-76 -4,115
3.062
4.115
R.303 FL241 1.000 2.052 F1,250 2.062 .125
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FEMALE ENO SLAT t" BUILT-CLT WALL H aDEg 6083-T6 1.128078
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5,115 p
2.040 8,115 4.082
1.630
2.000 2,062 _
EMBEDDED TRe<K F
.078 2.000 8053-T6
( 2,082
2.126 1.0� 1,970 2,280 2M4 ' J .128 I ,125 -1.725 .7i8
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II �LL 1.237 1.000 .891
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2.226 832 t -1.484� 1.044 e
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FEMALE LOCKING SLAT
6063-T6 2- B I T-wQUT WALL u ADER ALTS: BUILT-OBUILT-OLIT WALL H AD ft THRON0112'TRACK
6063-T6 6063-T6 6003-T6
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1,886 563 3.118 c
M772,5; oeu 2.605 FL #16984
,07.1 .40s .080
2.250 1,970 1.000LE 11111 IN2.444H2.471'
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M.e1 E LOWNG S LOOKING SLAT IA NSER7 RC CM SILL'TRACK agTTCM TRACK ADA RTER ALT, BOTTOM-TRACK ADA
6063•-76 6083-T6 6003-T6 6083-T8 0003-T6 i! 1 li sheet 01
Seated:12114/2017
.(. AAOLINTS ANCHOR INSIDE MOUNTS SHUTTER WIDTH
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IN METAWC BUSHING
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— — SEcT Hi
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Ed TYPICAL EDGE DISTANCE ANCHORS,EMBEDMENT&EDGE ..%
FOR GENERAL NOTES AND 17CTRUSION DETAIIS SEE SHEETS 1 do 2. I '6,BLOCK■ 12d(t=AMErERS)
7. EUrE
R AND SILL DETAILS CAN BE �'� 00 ARE BEYOND ��'S`S► '•'•. ?�'• �q—,Q'�
'Yf08D THE WALL k FLOOR COVERING aS ��
FOR WOOD lNSTAI IATloM5 SEE SHEET S. IN ANY COMBINATIONS. (STUCCO,-TILES,ETC.) FL 169 4
FOR LESSER EDGE D15TANC
Sealed:12/14/2017
BUILT—OUT CONDITION RUILT!fOUT HEADER ALT, BU[LT—OLfT HEAD
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Seated-12114/2017
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ANCHORS 7tW ANCHORS tR 0
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T 16'0.C.MAX. jir$rp
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MEMI
FOR MIN.SEPARA71ON /v
1 X t X.093{''yp� SEE SCH.SWEET 1 [CLASS
FR END C�OtIbRWN "I�)
O BULT-OUT SEE
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RECALUD.ATOSUB�T-OUT
OONDMONS /f0x 3/4'TEKS
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t0 X 3/4"TM3/ANGLE 1,121
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ALUM ANGLE ....
TOP k BOTTOM'r NO IAPCONS ♦ y' VtiEN6�+ rrr 1
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END CONDMON AT RUILT-0L1T P D CORNER X OR R bETAt � ', 8 F
FL #18884 ` S�afill �; Sheat s of
SeWed:12/14/20V
(3) t/4"LAO.SCREWS 0 EACH RAFTER V
FASTENERS
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SCHEDULES
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EMN.PEERnoN
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f 14 X 3/4D'.TERS
H TIER CO JdE�;T10N TO WOOD TRUSSES 8b
FOR SHUTTER HEXiHT Of 72"MAX.DESIGN LOAD.7p PSF
FOR SHUTTER HEIGHT OF e4`MAX,DESMON LOAD.811 PSF �'• 5;
FOR SHUTTER HEEOHT Of 98`MAX.DESIGN LOAD-52 PSF +.•;
FOR SHUTTER HEIGHT OF 108"MAX.DESIGN LOAD 48 PSF
Li
I I WOOD'
0 24'D.C.
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O 24 O.G. SEE SCHEDULES
810 X 3/4•TENS si REQU I ON SHEETS 2 do 3
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W/(3) 1/4 •X 4`LAO SCREWS 2`X 0"CONT.
O EACH STUD W/4•MIN PENEIRAflON W/(3) 1/4" %6•LAO SCREWS
INTO OWN0 SfuD O EACH SND W/_2'MIN PENETRATION
nfn INTO EXISTING sRRD o
FOR3/4' SHUTTER HEIGHT OF 14"MAX, DESIGN LOAD ■ 80 PSF
_0 PSF
OR SFi�IHiEIIM OF 08'�M10X D GNLLOAD�46 PSF
t• FOR SHUTTER HEIGHT OF 120"MAX.DESIGN LOAD 42 PSF
INSTALLATION DETAIL ON EXISTING WOOD aUOKS mu,Ip,.r
'." 2 x b z ix ALUM.ANGLES ABOVE DETAILS SNOWS CONNECTION OF 2X4 BUCK&1X4 ALUM TUBE TO WOOD STUDS TO
!r PROVIDE A CONTINUOUS SURFACE FOR MUTTER INSTALLATION, o
• 1/4'THRU BOLT W/WASHER tk NUT FOR INSTALLATION DETAILS OF WADERAU 10 CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4.
AT 7-1/e O.C.FOR LOADS UFTO 40 PSF 1 1 rfj
" AT 5-3/4 D.C.FOR LOADS UPTO 80 PSF
I
AN
'y V4 ft 70592
.COUNTER TOP CONITTON
(PASS THRU WtN00W) r F y�
MA%SHUTTER HEIGHT.8 FT. ri �" RLD�;.• ��` drowi Lto.
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ANCHOR -�� NOR CHART 3 ANCHflR CHART d
CHART 1 � ANCHOR CHART 2 ANC —
M M M M
mmm 6- WMbR IN,
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40 B0 60 70 88 90 100 120 !10 169 40 fi0 6B. 7I B0 90 100 120 140 160 10 60 60 70 80 9B 100 120 148 LSO 40 60 69 70 90 90 100 128 149 158
SLAT 11PAN-INCHES SLAT SPAN-DICHE8 SLAT SPAN-INCNCB ' BLAT SPAN-MCNEB
ANCHOR CHART9.S ANCHOR CHART 6 m ANCHOR CHi1R7 7 x ��a!'M
Fn FASTENER SPACING IN MASONRY
p CHARTS ARE BASED ON TYPICAL EDGE DISTANCE 12d.
9• A FOR LESSER EDGE DISTANCE DECREASE SPACING BY
t7f! L _ A Mftt 9 MULTtPLYMG THE(ACTOR BELOW
EDGE GIST 12d-3'Qd-2-! 2 8d-2' rt-! 2' -1-! 4' r
m � FACTOR 1.00 . 0.86 0.71 0.57 0.50
EXAMPLtE:FOR 3'MOE DIST.SPACING- 12'O.C.(�T ma CFNRT)
w
in FOR 2'MOE 019T.SPACING- 12 X.71 -5.5 O.C. '(j
e
TYPICAL EDGE DISTANCE IN WOOD-MV ?i
11
TYPICAL END aISTANCE IN WOOD- i Li �
ill
�d S@ 9m NO REDUCTION FACTOR IS REQUIRED
EDGE GIST.
END DISI.
49 SS 60 70 80.S9 100 120 !48 ISO 40 60 60 79 80 90 IN 120 140 160a 59 69 ?9 BB 98 L00 120 110 159
SLAT SPAN-INOMB SLAT SPAN-INCHES SLAT SPAN-INCHES M o
TYPICAL ANCHORS: G
ANCHORO= 1/0 CUA(�ULTRACON BY 10W (Foon FCS,F}m X50 �C}B}R�s LL4'��-Si81(j-IN ANCHOR 9Y'PAWERS' USE CHARTS 1 1NRU 7 TO VERIFY AN
!-3/4'EMBEDMENT IMO 3000 PSI CONC. TOTAL ANCHOR BODY INTO 3000 PSI CONC. REQiflREMENiS AND STRESS UMffAVONS If
t-i/4'EMBEDMENT INTO C-90 BLOCK OR C-90 BLACK LOAD/SPAN COMBINATIONS FOR HEADER AND SILT
ANCHOR $ =6/19'OL UI HY 'FI '(Fu-177 16I Fy-45 9%) ANCHOR E I/A*DIAL I.I-M c_ORM
1-3/4'EMBEDMENT INTO 3000 PSI OONC. t-1/2'MIN PENETRATION INTO WOOD(5.0.-0.55)
1-t/d'EMBEDMENT INTO C-90 SLICK
ANCHGR@G X1/4'CIA. �N-FIS
ANCHORO I -OBILLi Nn.70Fig2
C n Zg DIA 7°rn-S-DONB—Y_mta'(F u.125 Ks."i0o Nsq _
INTO METAL STRUCTURES
t-3/d'EMBEDMENT INTO 3040 PSI CONC. (3)THREADS MIN, PENETRATION BEYOND SUBSTRATE b
1-1/2`EMBEDMENT INTO GROUT RUID C-20 BLOCK ALUMINUM: 1/8'THK. MIN. (8063-T5 MIN.)
STEEL: 1/8'TNK. MIN. (FY- 36 KSI MIN.)
(MEL IN OONTAOT WRH AIBMIKUM To BE PLATED OR PAM) A...... ►,;•'•``,�. ��„��+�
NOTE:ANCHORS EMBEDMENT SHM IS BEYOND WALL&FLOOR FL #1e,984
CCO TILES tT eMettt OF
Sealed:12/14/2017
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