HomeMy WebLinkAbout Building Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date:_uz,� zo Permit Number:
Building Permit Application
Planning and Development Services
Building and Code Regulation Division Commercial Residential VX_
2300 Virginia Avenue,Fort Pierce FL 34982
Phone:(772)462-1553 Fax:(772)462-1578
PERMIT APPLICATION FOR: �/�n l�(9
la-C
PROPOSED INI�?RO.VEME;NT LOCATION..
Address: rdt4 P,e",e R. ,rJr �(�S
Property Tax ID#: 13D1-_�D3• D/9/•D00,� Lot No.
Site Plan Name: Block No.
Project Name': ��� Ins I'✓ c��S
DfTAI.LED,DESCRIPTION,OF WORK
v.' 4
New Electrical Meter Second Electrical Meter
'CONSTRUCTION INFORMATION , U
Additional work to be performed under this permit-check all that apply:
_Mechanical _Gas Tank —Gas Piping _Shutters __z/Windows/Doors _Pond
Electric _Plumbing _Sprinklers _Generator _Roof Pitch
Total Sq.Ft of Construction: Sq. Ft. of First Floor:
Cost of Construction:$' tj;&99U Utilities: _Sewer _Septic Building Height:
01NN ER/LESSEE :CONTRACTOR
Name 640r,1 �� �• Name: El,`c pune�
Address:_�-3o T-o,� N't(-e 9hy • Company: (��4nc L�n51i nuc�.o/1
City:_ I`vJ P.," r zz-Q),_CW00 &atL Stater Address: LO7, rAf a,
Zip Code: r3Y �S1 Fax: City: Rd-LA, L""e State:Y--
Phone No. ` Zip Code: ��� Fax: -11 -5-,aL
E-Mail ca,o r' I eC,L n, Omi-a z-F Phone No
Fill in fee simple Title Holder on next page(if different E-Mail 61`1-n el L vm& ( a,,�.-,o6 . gL ur
from the Owner listed above) State or County License CR 13100 L 7
If value of construction is 2500 or more,a RECORDED Notice of Commencement is required.
If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required.
i
R,tx,�g y6�+ta:*��(isk
SUPPLEMEN TAL CONSTRUCTION,LlEN LAW INIFOaMATIDNw� °
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _ Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE,TITLEHOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with 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 hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in paying twice for
improvements to your property. A Notice of Commencement must be recorded in the public records of St.
Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult
with lender or an attorney before commencing work or recording our Notice of Commencement.
Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF COUNTY OF
Sworn to(or affirmed)and subscribed before me of Sworn to(or affirmed)and subscribed before me of
Physical Presence or Online Notarization Physical Presence or Online Notarization
'this day of 2020 by this day of 2020 by
Name of person making statement. Name of person making statement.
Personally Known OR Produced Identification Personally Known OR Produced Identification
Type of Identification Type of Identification
Produced Produced
(Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida)
Commission No. (Seal) Commission No. (Seal)
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
ev.
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-j 1.000" f- `1 1.000" r-
.125'
2.750" 2.750'a65.1,02V 3.125' .1E5' 3.188" I wSSX
.125' .125'
L L I -
2000' 2.000' 28S 2.116" •125' S U
126"
.T' 500" L .126" Z N
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1"%2°X.12S MULLK)N 1`X2'X.375'MULUON 1'X276"X.376'MULLpN 1'X2.7SX.8"W MULLION 1•X3.12SX,6'MUWON 1.2SX3.189°X 285"MULLION 126'X2.11'X.126'MUWON U)
BDB3-TB ALUM, 6083•TG ALUM. 6083-T6 ALUM. 6063-T6 ALUM, 608378 ALUM. •6063T6ALUM. 8063-Te ALUM % g Q " i3
XSECTION XSECTION XSECTION %SECTION XSECTION XSECTION X•SECTION W Vj
�.125' --•{I'^.1Z5' f�.. O Cw7
I STANDARD CUP I 2X5 ANGLE CLIP TABLE A z z LU x
806VIll ALUM• Dimension Value on For Mullion: 5U
2.000• XSECTION I 2.126° BOBS-TH ALUM. .. �$
U•CUP 2.000' XSECTICN O E U
UM A 1.62E O o zZ
1z5" I eos3 Ecno 1zs B 2�a
rxrx.l2s
Aluminum
C 0.69E Tube Mulfion ��" ❑ z N
.125'r D 0.740 1c dQ
SSW �740'� B 1404 1'X21 X.375' S L�i,l _O
3.425' CUT HERETO 375° Alundnum ® to W
M� DETACREALF,SHEET4E MIN. rC �5.000' .ST6*MINI. D O.QBO Tube Mullion C.� O O
,338°MIN. I
r-------� r-------� ------------------- A 1.875 1°X275°°X
I I I A A I U-0LIP A F--____._____.+ B 3.000
L-------- B063-Cup M. -- -------------------' .375Ahunin
7CPVIEW W63a GLECLIP C 0.767 Tube Mulfon
L- eo63T6ALUM. D 1118 PRODUCT REVISED
Q STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEW A 1312 _ BUd11P=with the Florida
8063-TO ALUM. GASHED BOUNDARY.SEE SHEETS 6-18 FOR THE B 3 1 x °x NDA-Ho. d 1'7-0630.07
CENTER ANCHOR DASHED
HOLE MUST LIE TQPVIEW CENTER OF ANCHOR ANCHOR D.C.DISTANCE,MAXIMUM ANCHOR Eaplra8an Dato 05/26/2027
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1H6'.
SHEETS S•17 FOR THEANCNOR O.C. WTiF11N THE DA6HE0 C 0.478 Alumnum
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0.836 Tubs Mullion gy __`
DIAMETER ANCHOR DIAMETER+1116% SHEETS5.17 FOR THE CHOR O.C. TABLES A MOOD 811'mF' a pro uct Contro
DISTANCE MAXIMUM B 263T 11 X 3.125"X
(sheet 1i) PGT pert#
5.500' .376' ANCHOR HOLE Mull Dimension •�"Alum '
DIAMETER ANCHOR Mullion aid.Clipoffset clip, U•Cli le CII C 0•� Tube Mug
.375" i� MIN. DIAMETER+1116•. P P An9 P D 1.137 M!LL VX2"X.125'(5) 66WS 6661ISM 68811ISM 666243M 666511M A 2.625
r---- -------r----------- 1"xr X.375(6) 666006 666114M 6W119M 668244M BM12M B 3.262 1.25'X3.188
1°X2.75"x.375'(7) 66607 6WI16M 6661120M 666245862 X265"Alum
I I M 666513M C 0. Ibbe Mull
j I I B 1'X2.76*X.650"(8) I OM 666116M 6661121M 666248M 666514M D 1.762
--- - 128 X2.11' .� Y LYN '° ; VX3.125"x.500"(9) 68637M 6861116M 6661114M M42M 6665t5M . pN YNV,y '.,,�
A 1.813 ,121'Alum
I I I 1.25"X3.188°X26S(12} 66641M 6661117M Wei IISM 666241M 6WSISM
Tube mull
1.26'X2.I1'X,125"(18) 69370 WA N/A NIA 6MS17M No,5870E
C OFFSET CLfP NOTES:
12r. 8063•TB ALUM. .
I TOPVEW' 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, %�Q�•,' ::�<(I��
740°
Z ��� '•.FG OR1Di;..•' ���
SEE SHEETS 6-9,12&16 FOR SUGGESTED,APPRO%IMATE HOLE�LOCATION9 8 ANCHOR O.C.DISTANCE.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, A R E.
�P.E:'#58706
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R.000° ' 9TANIDARDCLIP
4.OD(1" 4.000° 2.625 2.000' 8083T6 ALUM :I 2126° 2.000• 2X5 AN.
CLIP u
U CLIP
.1 ° X-SECTION 608&T8 ALUM. 8063•TB ALi1M. N
126 12S 1 .125" 1 X-SECTION %SECTION .12S U
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.031" - .125'� O Z
CENTER OF ANCHOR HOLE MUST LIE WITHINTHE J N
.126 155, DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE j to
97S 376' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR Ir% Y
-T' -�• -i' HOLE DIAMETER:ANCHOR DIAMETER+1/16'. W p F-
1'MULLIO26°i 1"MULLIO76' I TX4'X.376° i 6,600'� m z M N
MULLION MULLION 'T-MUWON CIIi1�RE 7p 6'�• 37S � � p m
6083-TO ALUM. 6063-T6 ALUM. 6083 TB ALUM. 377 3.126' -CREATE F.GLIP,SEE '376° •MIN. y Z
X-SECTION XSECTION XSECTION MIN. I DETAL F.SHEET4
.375 Z U
v�sci air 1.694" 1260" I CENTEROF r--------- -----------i .376°
1.694' I I I 1 I ANCHOR HOLE I 'I MIN. p O
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1 i I I 1 MUST LIE WITHIN � � J d 8 � Z
THE DASHED
t 1 I 1 i SHEET 10-SEE I i Q 0 N
1 I 1 I F I SHEET91a17 I I
- 2.875"E 1 --- 1 - � I ---- I � FORTHE F -1'------""---I
I 1 I I F ANCHOR O.C. I I Woo
.100" 3,94• I 1 I I 1 DISTANCE. I I y o
3.250• 1 I I I MAXIMUM I I ll y Y.100° 3.250" I I I I I i ANCHOR HOLE j I
.lairL-L -------1 L--------J ANCHOR L---------------------J
.100° I DIAMETER•1N6'. d
.624• 2XS ANGLE CUP
624" % STANDARD CLIP U•CLIP 6003-TB ALUM. - �mD'
.620" .820• _y 6083-T8 ALUM. 8063-TB ALUM. TOPVIEW `7
1260" 1.280' 0, :;CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW
12SX925°%.1�' 126'X3.26'X.624° WITH INTHEDASHEDBOUNDARY.6EE PRODUCT REMISED
1.u•X394"X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. as eomplyingg with the Florida
MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Building Gode
DIAMETER:ANCHOR DIAMETER+1N8•. Dimension Value pn)For Mullion: Dimension Value pn) For Mullion:
6005-Tb ALUM 6005•T6ALN MULLION MCA-No. '17-0630.01
XSECTWN XSECTION 6005-Tfi ALUM. 3.07 1 X4°X F 1.930 ,26 X ,
XSECTION G 1.000 .12&' G 0.600 X.624' ExplraDon Date 05/26/2021
H 2680 Alwnlmrm H 1.438 Aluminum
3489" 5.800° 1 3.000 Tube Muftn l 3.260 Tube Mullion By 1
2651° .126 1.677° .125 MIN, .376' G 0.767 1'X4°X F 2626 1.26'Xd94- w' N6and ade ventralj
1.377 I .376" G 1.126 X.024'
H .2.430 ANaTIInwn H 1.500 Aluminum
1 1 I I 1 3.000 Tube&"T• 1 3.260 Tube Mullion
1 F 2.25D 12SX&26° F 2813 30•B Mull �y
I 1 i I I I O 0.760 XAWI F 2.876 46°B Mull
.125 .125' qb° 2250" i I 1 i I H 1,500 Aluminen
30° 1 I I IT
I 3,250 Tube MullionI 1 I 1 3.2�M1S BAY MULLION 92fi0' 1 I I I TABLED 30°BAYMULLION 8083•TB ALUM. L L-------� I L -----� Mull Dimension POT PertR � ,`���Q•,.....,N�������
60B3-TB ALUM. I X-SECTION (sheato) Mullion SW.Clip 101matClip U•Clip Angle Cilp `� 4lCENy"�''•,�[�_w
X-SECTION I I ,"X4 X.126'(10) W384 666111M 666112ZO 606241M 886518M Z •, �•.7'�
G OFFSET CLIP - ;*t No.6870$
11 .126• 5083•T8 ALUM. /•X4'X.376°(11) 68610 608112M 6661123M OSM42M 88MIOM
.228°�{-,981°ri 70PVIEW 1'X4•X.378'P I11) 686W CBS112M 6681,23M 668242M BM19M a
.740° L�-
NOTES: 1.2W X3.26'XAD0'(13) 20160120312 6661127M 6851124M 6662410M WS5115M
c %�Q,• TE O
126'XS.25•X.624°(14) 20T61/20316 66811�M 8881125M 8682441M 886S715M ''�
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X&W X.6W(15) 20162 8881117M 6681126M 650241M 888517M ® : �6ORlOP.••'
'fi.
2)SEE SHEETS 10,11,19-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 De9ree(18) 65849 WA WA WA 6865110M '��s'OPAL e
45 Degnro(20 686W NIA NIA WA BB65111M 1l L1 I1T1
A.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ZS LYNN E1537
FL P. . 68705
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TABLE E ® E
Mull Dimension POT Part#
(sheet#) Mullion Std.Clip llCiip Angle qip _I I-•125' - - i --�f-=.126' - L-.125° _ - �It a
2•X4PX.25"(16)' 66602 666261M 6662T1M 68651112M
rX6'X.25'(17)j 68604 1 66W62M 666272M 668511310 STANDARD CLIP I LLCLIP 2X5 ANGLE CUP o f
I 6083-TBALUM. a063-T6ALUM. S063•T6ALUM.
ZU Ar I - X-SECTION 2.1 I %SECTION 2.D00• XSECTION Lo
NOTES: III I
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I L't2' I •1 L .125' '8 U
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. z N 'Lu
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE I I 0 W
HOLE LOCATIONS. 1.490'---i F^7.490"-+� co
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS C
F
CLITHERE70 5.000• 375 W U CD CREATE F-CLIP,
02,11W MIN. SSEE�TTAILF. PAlhl. a75 MIN. H 0 m
W Z
ti j Z aa
r•------- ---I -- -------� -- -- T---------------------T. a 2 W$ N 2
1 I i L U
4 Z
4.000' j I 1 I o V r
4 -I--- --- --1- 3.438• fe + a.43a° � }--------, z ¢ m
250' A7Ul,LIXONs I 3.438' j .�Q
6063-T6 ALUM. I 1 I I a Cn Q O go
%SECTION i I I I I I .375" ^ Z°i S
--I--- -------1 -- -- L L------------------"--� MIN. ® a p N t2
L- STANDARD CLIP 2XSANGLECLIP
UR2 X4'MUU ALUM. U' 'Q Q O O
CENTER OF ANCHOR HOLE MUST LIE 80TOP ALUM. SED FOR 2'X 4°MU W ON;SHEET 16 CENTER OF ANCHOR HOLE BOUNDARY.
SE 6053•TS ALUM• D..$ Z,,t!) (q
WTTHIN THE DASHED BOUNDARY.SEE TOPVIEW. TOPVIEW WEFTS 16 DASHED 7FORTH ANDARY.SEE TOWIEW g. �O�s•O
SHEETS 18.17 FORTHE ANCHOR D.C. SHEETS IB-17 FOR ANCHOR O.G o
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE V -7
DIAMETER:ANCIIOR DIAMETER*1!'18". WITHIN THE OASHEO BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER♦1/18. PRODUCT REVISED
SHEETS 16.17 FORTHE ANCHOR O.C..
5.500" DISTANCE MAXIMUM ANCHOR HOLE as a com &gwith the Florida
CUT HERETO DIAMETEA:ANCHOR DIAMETER+1118'. 6.000"
200D'WIM 3.500" CREATEF•CUP, NOA-No. do 17-0630.01
�- -� •M� r_ ETAILF, M N. MN. Expiration Da 5/26/2021
SHEEF4375' 13Y
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r----- -- ------ I -�- 1 --. -- T------ 1 Miam" P act Control
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I I I I I I
1 I I I I
250°
6.000° 4.688• £ t 5.438• +--------I 11111UI
1 f i SAW 5.43a• i � Ny LYNV ',,
rx6•X25 1 I I I I ;.• 4LCENg ..1.
MULLION
6083.T6 ALUM. 1 I I I No.58706
%SECTION I i I •375'
L I J MIN. '0 (J( (7 -
,
STANDARD CUP U-CLIP 2X5 ANGLE CUP ��s•'. C IDP,.•'G\C���
U-n a063-T6 ALUM. 6063•TB ALUM. 8o63•T6 AW M. 'I/j/ONAI.EN.�`•
TOP VIEW USED FOR 2'X 6"MULLION.SHEET 17 TOPVIEW /! 11
rOPVIEW A.LYNN NI(LL�P,P.E.
FL P.E.#56705
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Q MPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINOOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRESA DESIGN PRESSURE OF+60.0/-6O.D PSF.
I,IO AI{g40�py yEAp 1)INITIALLY ASSUMING THATA 4'WIDE MULLION IS SUITABLE,THE MULLION LENGTH 1S 7TA14D THE OPENING WIDTH 1532-+32+1'=E5'.REFERENCINGSHEET25,THE COLUMN USING
-- - -RECTANGULAR LOADING MUST BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF -114".AND WILL MEET OR EXCEED THE REQUIRED-
DESIGN PRESSURE OF+60.W--80.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE
SEE SEP
FROM TABLE 3A.SHEET 7,THE ILIC 275•X.375"MULLION(LENGTH=72",OPENING WIDTH=70'�WETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS N58.3 PSF AND WOULD
SHEETS
NOT B.E SUITABLE FOR THIS APPLICATION,
PRODUCTS
APPROV za c2 FROM TABLE 4A,SHEETS,THE V X2.75"X.650-MULLION(LENGTH=72,OPENING WIDTH=701 NASA DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE �
OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 036 LBS,
MULLION
tV
tEHIGTFi /� /� 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 V
Zf lJ- ANGLE CLIPS WITH(4)412 ANCHORS HAVE A CAPACITY OF 865 LDS.THOUGH EITHER ONE COULD DOUSED,SEE THE STANDARD CUP IS EASIER TO INSTALL. z
StIEE75 - Z$ _
DETAILS 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O 2-3 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MVLUCN AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 1
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
fi
IN THIS EXAMOVERALLE,THE DESIGN PRESSURE REQUIRED WAS+/-80,0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W O NO ANCHORS
}IN WINDOW
-SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m I,�j W
--tF--I,NLLWIo H 636 LBS - - U,
Pexwc wmiH (60 PSF)X 7 PSF -524.8 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) tO
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THE SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS2.31$'.THE OPENING REQUIRES A O
DESIGNGN PRESSURE
SURE OF+60.0I5$.0 PSF. J Z
sf�
FOR THE VERTICAL MULLION: Qd � �
1)INITIALLY ASSUMING THAT A I"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1-105"AND THE OPENING WIDTH(S 36-+36-+1'=73.REFERENCING SHEET25, � Z.N r
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 231E°AND WILL F" to oo
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+5D.W-55,0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZEAVAILABLE. W a
NAluwtmx SEEDETAILS, FROM TABLE 3A,SHEET 7,THE VX 2.75'X.375°MULLION(LENGTH-108".OPENING WIDTH-80")MEETS THE DEPTH REQUIRED,HOWEVER 7HE DESIGN PRESSURE 19+•r15.1 PSF
SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Y
FROM TABLE 12A,SHEET 16.THE 2'X 4'X 260'MULLION(LENGTH=108".OPENING WIDTH= NASA DESIGN PRESSURE OF+/64,7 P$P WHICH EXCEEDS THE REQUIREMENTS Q.."' Z O O
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 'NO 12
37 SEE SEE , J
FENESTRATION DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36°+36"+2�74',NOT 73•AS PREVIOUSLY 'a �� �
PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE 13 STILL APPUCABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHi9 MAYBE REDUCED 70 MAINTAIN PRODUCT REVISED
APPROVAL 2.4 �- THE 73"DIMENSION(35.1/2-+35-1/2'+2'=73').
as complyln With the Florida
j ' j 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Build)
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vER ICAt.I L I CONCRETE HEADER AND SILL ARE 6'WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.01
IwULLION` - - USING THE STANDARD CLIP WITH(6)3/16•ULTRACON ANCHORS ATM!EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LEN�iT1 `SEE "-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. Bx➢imtton-a-05126/2021
3 DETAILS, DETAIL E.
Ni.
SHEETS 24 SHEETS FOR THE HORIZONTAL MULLIONS: rG By
W Mlam a PTp uet COntro
• FOUR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER O1
HORIL MULLION TYPE COULD BE CHOSEN.
NLORM 72"
1)THE MULLION LENGTH IS 3W AND THE OPENING HEIGHT IS 32"+72'+2"=106".REFERENCING SHEET 26.THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE p
USED.FROM TABLE 12A,SHEET 16,THE 2-X4-X.250-MULLION(@ LENGTH=42",OPENING HEIGHT-120')HAS ADESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE W
SEE
REQUIREMENTS FOR THE OPENING AND MAY BE USED 1N THIS APPLICATION.NOTE THEANCHOR CAPACITYREQUIRED OF 521 LBS. -!
$
DErAIL& 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE S" ti
SHEETS WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5ANGLE CLIPS WITH z
2a (4)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF$0 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED of 1 I I I I I I i
ANCHOR CAPACITY OF 521 LES. cc ut
38•,HORIZ, 3B",HORI2. LLCENS
--ut>LL LEN<+fH��rNLL LFNODi 4)FOR THE U-CtIP IN T'HE HORIZOM'AL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF SZi LBS.TABLE 126 FOR THE U-CL(P SHOWS T1-lE ANCHOR
!I CAPACITY IS 1014 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LDS.THE F
-OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL&CREW. F_ NO.SB7Q5' ;•
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: o
+1-64.7 PSF FROM THE VERTICAL MULLION;
+/170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; (/L
+1--170.0 PSF FROM THE 367 HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). g pE
® ''�•'•
' THE LOWEST DESIGN PRESSURE IS+/EI.7 PSF AND VYOU)A APPLY TO ALL OF THE MUWONS. .. �
1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION FrNA
PRODUCTS, ��`�
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT'BE INSTALLED IN �i A.LYNIVIAAIL N P.E.
ACCORDANCE WTTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, S FL P.E.#58705
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EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: y
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LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I
SILL OF ININDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ; HINGED m
DOOR �
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I LOADING OF VERTICAL MULLION w y' p
PW i LU o Z
LOADING OF HORIZONTAL MULLION J --1
LOADING OF HORIZONTAL MULLION 4 F a S Y
PW
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4 I SHIDH u a� V
Q PRODUCT to Ewsen
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION B comp )gl wlth the Florida
JJJ BOA-Mo�odv
SILL OFWINDOWS NOT ANCHORED• WITH INTERSECTING VERTICAL MULLION j NOq-No. 17.0630.01
PW PW V H R Expiration Da4v 05/26/2021
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I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By
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MULLION
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-- P HINGED PIN NOTES:
DOOR PW
j 1)DRAWINGS ARE
� RERESENTA710NS OF TYPICAL
PW CONFIGURATIONS.
�y CONFIGURATIONS NOT SHOWN
/ MAY HE EXTRAPOLATED FROM
/r 00 1 THOSESHOWN. '
2)IF THE LOADING TYPE CANNOT
1 BE DETERMINED.USE :��.�;� '• E hJ/ '�:
PW RECTANGULAR LOADING. •LtC NS$•'•�(
PW PW I ' ••��'�
/ 3)SEE PRODUCTS,APPROVAL FOR *; No.58705
1 ACTUAL ANCHOR LOCATIONS. :• •• 7M'
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WRH INTERSEC71NOHORIZONTAL NNLLIONS I (Voj
1 �QQ rA
SGD
LOADING OF VERTICAL LOADING OF HORIZONTAL A,JIi`(p(IAI66tR,P.E.
MULLION MULLION FL P.E. 68705 f
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