HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: IS Permit Number: Ito
ED
J "'j�A RECEIVE
Building Permit Application DEC 16 2015
Planning and Development Services PERMITTING
Building and Code Regulation Division St. Lucie County, FL
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x
PERMIT APPLICATION FOR: Window/door El
PROPOSED IMPROVEMENT LOCATION:
Address: 3503 Avenue N Fort Pierce FI 34947
Legal Description: SUNLAND GARDENS BLK 27 LOT 2 (0.18 AC )(OR 1538-479;3358-1591)
Property Tax ID#: 2405-601-0489-000-5 Lot No.2
Site Plan Name: Block No. 27
Project Name: SHARONDA
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION %,&RK:
REMOVE AND REPLACE WIND bWS AND DOORS - HOUSE HAVE EXISTING ACCORDION SHUTTER-
9 WINDOWS - NON IMPACT
1 SLIDING GLASS DOOR-NON-IMPACT
1 ENTRY DOOR- IMPACT
CONSTRUCTION INFORMATION:
AcIdItIonal work to be nertormed under this0permit–check all fhat appy:HVAC Gas Tank F_]Gas Piping Shutters Windows/Doors
Electric 0 Plumbing F]Sprinklers Generator Roof
Total Sq. Ft of Construction: 1144 Sof First Floor: 1144
Cost of Construction: $ 3500 Utilities:11 Sewer aSeptic Building Height: 8'0"
OWNER/LESSEE: CONTRACTOR:
NameSHARONDA G SMITH Name: MAURICIO ORELLANA
Address:3503 AVENUE N Company- ONE CONSTRUCTION&ROOFING CONTRACTORS
City: FORT PIERCE State:FL Address: 3437 SW EUROPE ST
Zip Code: 34947 Fax:N/A PORT SAINT LUCIE FL
— City: State:
Phone No.772-940-7617 Zip Code: 34953 Fax: 336-9379
E-Mail:N/A Phone No. 772-5192449
Fill in fee simple Title Holder on next page if different E-Mail: ONECONSTRUCTIONSERVICES@YAHOO.COM
from the Owner listed above) State or County License: CGC-1 515745
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X Not Applicable
Name: Name:
Address: Address:
City: tate: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOL . Not Applicable BONDING C!MP . X Not Applicable
Name: Name:
Address: Address-,,"-
City: - �� City:
Phone: Zip: Phone:
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 theermit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or an9covenants 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 your paying twice for
improvements to your property. A Notice of Commencement must be recorded 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 your Notice of Commencement.
H(11. )11_CJI 0 bo'G-itnc�_ "V11® S
Signature of Owner/Lessee/Agent Signature of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OFST LUCIE COUNTY OFST LUCIE
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this day 'D f C V114V_V ./ -'1:5ek 20 i-5 by
day of 20 / -_by
this—dayof
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(Name of persona know edgin (Name of pers7vt
%ag
(Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida
Personally Known OR Produced Identification Personally Known OR Produced Identificati
Type of Identification Produced- 'DTL'-J qly- fie Cd Type of Identification Produce on
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TOTAL#OF ANCHORS CLUSTERED tai�-..•..
TABLE 2: THROUGHTHE HEAD d SILL AT EACH PANEL `���••'1GLNSt; '•��
MEETING POINT.(EX:FOR C3+1.3 ANCHORS ��•• �' 7Gr
REQUIRED AT PANEL MEETING POINT AND I
Anchor Quantities and Design Pressures using Heavy Duty Reinforcement ANCHOR REQUIRED AT MIDSPAN OF PANEL). 7f, No.56705
Anchor and Substrate ANCHORAGE TYPE PER 3t183TRA7E
Typo.See Tach 1, FRAME HEIGHT(IN) REWIRED TO ACHIEVE THE DESIGN '; �'r p�f 1�
Std 6 B-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION " SATE
PRESSURE,tiStNG THE ANCHOR l O F P :•,�.;
84 98 108 120 OUANTIES LISTED BELOW.SEE ,� ,LOR Ch~,�
TABLE 1,SHEET 8,FOR COMPLETE 1R•'
ANCHOR LIMITATIONS. ''i
NOM. /"'St0�t�J�A-
PANEL FRAME TABLE KEY: Nae. A.LYNN WLER,P.E.
A B G
WIDTH SIDE d A B C D A B C D A B C D A B C D PANEL FRAME A P.E.#5870a
ON) WIDT sI 0 O
Head&SIR i 7C5+1 C6+1 C3+1 CSri C5+1 CS+f C3+1 C5+1 C5+1 C6t1 C3+i C5+1 C5+1 C5+1 C3+1 C50 C6+11 C5+1 C3+1
Head a Sp C3+/ � - O
Jamb 5 5 7 5 5 5 7 5 6 5 7 5 6 6 a 6 8 8 8 8 Jamb 5 Q `
24 P4iodk 8 7 7 7 8 7 7 7 a 8 8 8 9 9 9 9 10 90 10 10 24 P-hook a r•-
Design +169.4 +180.4 +169.4 +169.4 +180,0 +964.0 +160.0 +160.0 +137.1 +137,1 +137.1 +137.1 +120.0 +120.0 +120.0 +120.0 +108.7 +106.7 +108.7 +108.7 Des On
Pressure Preuure -aD.O (� {J}
-189.4 -169.4 -169.4 459.4 460.0 -150.0 -160.0 -160.0 -137.1 -137.1 437.1 •137.1 43D.0 -130.0 -1380 430.0 -115.6 415.6 415.6 415.6 0
Head&SIII C5+2 C5+1 C6+9 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+9 C3+1 C5+1 C6+1 C5+1 C3+1 PANEL_FRAME WIDTH n Z
Jamb 5 5 7 6 5 5 7 6 6 6 7 5 8 5 8 8 B 6 8 6 k�� #OF PANELS J
30 P4wdk 8 T 7 7 8 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 W
Design +141.8 +141.8 +141.8 +141.8 +133.6 +133.6 +133.6 4133.6 +113.8 +113.8 +113-8 +113.8 +90.1 +99.1 +99.9 +99.9 +87.8 +87.8 +87.8 +87.8 D th
Pressure -141.8 -141.8 •141.8 -141.8 -133.6 -133.6 -133.6 -133.6 -113.8 -113,8 413.8 AII&O -107.4 -107.4 -107.4 -107.4 -95.1 -95.1 -95.1 -95.1 THE MAXIMUM NEGATIVE DESIGN `L
PRESSURE AT TI4ESE ANCHOR z CV = tl.
Head&SAI C6+2 C6+1 C5+2 C3+1 C5+2 C5+1 C6+2 C30 C6+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+f C6+1 C5+1 C5+1 C3+9 QUANTITIES. W 0
Jamb 5 5 7 5 6 co
6 7 5 6 5 T 6 6 6 8 8 8 6 8 6 T14EMAXOAUMPOSrfNEDPATTHESE n (JQ Q
36 P•#adk 8 7 7 7 8 7 7 7 8 B a 8 0 9 9 9 10 70 10 10 ANCHOR QUANTITIES,ADDITIONALLY. Q
Design +123.9 +123.9 +123.9 +123.91+116.4 +116.4 +116.4 +11&.4 +98.6 +98.5 +98,6 +98.6 +86.3 +86.3 +85.3 +85.3 +76.3 +75.3 +753 +75.3 THE MAXIMUM DP FOR THE SILL HEIGHT )-
MUST ALSO BE CONSIDERED,SEE LU
Pressure -123.9 -123.9 -123.9 -123.9 -118.4 -016.4 -116.4 -118.4 -98.5 •9&5 -98.5 -98.5 -92.4 -92.4 -92.4 -92.4 -81.6 •81.8 91.6 -81.6 TABLE A,THIS SHEET, D, J
Head&Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C6+2 C5+1 C5+2 C3+1 C5+2 C6+1 CS+2 C3+1 MI C6+1 C5+1 C3+1 If)
TOTAL#OF ANCHORS W )-
Jamb 6 6 7 6 5 5 7 5 5 5 7 5 8 6 B 6 6 6 8 6 THROUGH THE P•HOOK. U) Cn
42 P4" 8 7 7 7 6 7 7 7 8 B 8 8 9 9 9 9 10 10 10 10 TOTAL#OF ANCHORS r W Z
Design +104.5 +104.5 +104.6 +104.5 +104.6 +104.5 +404.5 +104.5 +87.8 -STS +87.8 +87.8 +75.7 +75.7 +76.7 +75.7 +e6.5 +66.5 +85.5-+86.5 THROUGH THE JAMB. O Q 0
Ptaest9a -104.5 -144.5 -104.6 -104.5 -iM.S -104.5 -1046 404.5 97.8 97.8 97.8 97.8 92.0 92.0 -82.0 -82.0 -72.0 -720 -72.0 -72-0 OH LENGTH
Head&SIII C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 G5+2 C6+2 C3+1 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 DCOR ASSEMBLIES INSTALLED 0
WHERE THE OVERHANG(OH)RATIO •J C5
Jamb 5 5 6 5 5 6 6 5 5 5 7 5 8 6 7 6 6 8 8 a IS EQUAL TO OR MORE THAN 1 M rZ' Cil
EXEMPTED FROM WATER W Z
48 P•ltodu 7 ? 7 7 7 7 7 7 8 8 8 8 9 $ 9 9 10 10 10 10 tl'
INFILTRATION-THE OVERHANG kF
Design +80.0 +64.0 +80.0 +80.0 +80.0 +80.0 +90.0 +80.0 +80.0 +80.0 +80.0 +80A +80.0 +60.0 +60.0 +60.0 +80.0 +00.0 +60.0 +60.0 = RATIO SHALL BE CALCULATED BY
Pressure �.0 8D.0 8D.0 90.0 •80.0 90.0 -80.0 9110 90.0 9D.O 960 -80.0 85.0 65.0 96.0 -65.0 -S&O •85.0 -85.0 -85.0 o THE FOLLOWING EQUATION:
Head&$91 C5+2 C3+2 C3+2 C3+1 C5+2 G3+2 C542 C30 C6+2 C3+2 C5+2 C3+1 TABLE A: OH RATIO=OH LENGTHIOH HEIGHT
Jamb 5 5 6 5 5 5 6 5 5 5 8 5
54 P4Kok 7 7 7 7 7 7 7 7 8 a a B Water-Limited(+)Design Pressure NOTES:
Ila:
Design +74.1 +74.1 +74.1 +74.1 +74.1 +74.1 +74.1 +74.1 +63.8 +53.8 +63,8 +63.8 Nominal S91 Actual SI9 Mau.(+)Dp 1)DETAILS APPLY TO 2,3 AND 4
Pressure -74.1 -74.1 -74.1 -74.1 -74.1 -74.1 74.9 -74.1 .838 •83.8 .83.8 63.e Haight Hefw Aitaxed TRACK CONFIGURATIONS.1-11116" 1.688" See Table Note 2tread&Sit C3+2 C3+2 C3+2 C3+4 C5+2 C3+2 C3+2 C3+1 C6+2 C3+2 C5+2 Gi+t Y
Jamb 5 6 5 5 5 5 5 5 5 5 B 5 3-1/2" 3.484" +80.0 psf 2)SEE SHEETS 2-4 FOR ANCHOR
LOCATION a SPACING.
60 P410* 7 7 7 7 7 7 7 7 8 a B 8 4-1115" 4.037" +80.0 Pat 3)SEE TABLE 2 FOR
Design +60.4 +80.0 +60.0 +8D.0 +80.0 +60.0 +500 +84.0 +60.0 +60.0 +80.0 +80.0 ,fig 4.814" +100.0)isf REINFORCEMENT REQUIREMENTS.
Pressure 60.0 90.0 900 -60.0 -80.0 90.0 60.0 •84.0 -8D.0 60.0 90.0 60.0
4)CONTINUOUS ANCHOR PLATE, MDp kt'V "
Reinforcement.Required,(See Pontoon Shall 10) TABLE NOTES_ ITEM#S,IS REQUIRED AT ALL me
yloR wits III.rodils
Interlock tocktFSced 819. Astrao A81raWai Addon Toofte m Rag Pieta{PaKA'24,25) i)THE LESSER VALUE OF TABLE A AND TABLE 2 FRAME ANCHOR LOCATIONS. �1
DETERMINES THE WATER LIMITED(+)OR 5y PANEL WIDTH DOES NOT +4a.+#aa.rs be a R d
Pa
20 Pada 28 Pad#28 Pad#30 Pad#26 Required for Hoots ower 08" INCLUDE INTERLOCK OR Im"
2)T1-1-11ft6'SILL MAY ONLY BE USED WHERE WATER ASTRAGALADO-0N
INFILTRATION RESISTANCE IS NOT REQUIRED OR ��+
OVERHANG IS PER FIG 1.IF SO,+DF'S SHOWN IN TABLE 2 6)SEE SHEET 2 FOR APPLICABLE
MAY BE USED. DLO PER PANEL SIZE.
TABLE 3: Anchor Quantities and Design Pressures using Standard or Composite Tay cEw /��
sF ��
Reinforcement a
Anchor and Substrate ;r: No.58705 '
Type.See Table 1, FRAME FEIGH1'Sheet
8 8-PANEL MAAMUM CONFIGURATION TOTAL#OF ANCHORS CLUSTERED ••Ul' D 'S LfiJ=
THROUGH THE HEAD&SILL AT EACH PANEL 't) 111
80 84 96 MEETING Pp NT.(EX FOR C3+1,3 ANCHORS �3 '. ST 7E F
REQUIRED AT PANEL MEETING POINT AND 1 �.�,<• '.•_FLORIOP•'��
NOM. ANCHOR REQUIRED AT MOSPAN OF PANEL). '� `' '••.-..
PANEL FRAME ''/;A0/ONA\-,\
VNDTH SIDE A B C D A B C O A B C D ANCHORAGE TYPE PER SUBSTRATE Arl"YNN7Mr-1-ERS,F.E.
REQUIRED TO ACHIEVE THE DESIGN P.E.#59705
PRESSURE,USING THE ANCHOR _ r
Heed&SNI C5+1 C3+1 C3+1 C3+1k7"O
C3+1 ;-120.0
C3+1 C5+1 C3+1 C3+1 C3+1 QUANTIES LISTED BELOW.SEE O cf) Q O
TABLE 1.SET d,FOR COMPLETE Y ^.. Or
Jamb 5 5 6 5 5 5 5 5 6 5 ANCHOR LIMITATIONS.
24 P4x)ok 7 7 7 7 7 7 8 a 8 8
Design +127.1 +127.1 +127.1 +127.1 +120.0 +120.0 +102.9 +102.9 +1D2.9 +102.9 TABLE KEY: NOM. r
PANEL FRAME
Pressure -127.1 -127.1 -127.1 -127.1 -120.0 -120.0 -102.9 -102.9 402.9 -102.9 WIDTH SIDE A 0
Head&Sit C5+1 C3+1assass C3+1 C3+1 C3+1assailas C3+1 C5+1 C3+1 C3+1 C3+t WJamb 5 5 8 5 5 6 5 5 B 5 Heads sin C3+1 Z tttSSS
Jamb 5--
30 P-hook 7 7 7 7 7 7 7 8 8 88 P-hooka d' U.1
Design +108.3 +108.3 +108.3 +108.3 +100.2 +10D.2 +100.2 +100.2 +85.3 +85.3 +85.3 +85.3aaslp- +so o 06 0 ce)
Pressure Pr444�s -80.0 r
108.3 -106.3 -1063 -108.3 -100.2 -100.2 -tOD.2 •100.2 85.3 86.3 -85.3 -85.3 f) LL
HeadHead&Bill C5+1 C3+1 C3+11 q+1 C5+1 C3+1 p+1 C3+1 C5+1 C3+1 q+1 0+1 NPM.
LU o
Jamb 5 5 8 5 5 5 8 5 5 5 6 5 PANEL=FRAME WIDTH F. J Z yf O
WIDTH #OF PANELS O i3
30 P-hook 7 1 7 7 7 7 7 1 7 7 a 8 8 8 i-..
+ + + + + +73.8 +73.8 +73.8 +73.8
Design 82.9 *92.9 92.9 +92.9 87.3 87.3 +87.3 87.3 'Qco
THE MAXIMUM NEGATIVE DESIGN w J z
Pressure -92:9 92.9 92.9 82.9 X7.3 87.3 87.3 87.3 -73.8 -73.8 -73.8 -73.8 -J
_
PRESSURE AT THESE ANCHOR
Q Z
Head&Sill C5+2 C3+1 C3+1 C3+1 05+2 C3+1 p+1 C3+1 C5+1 C3+1 C3+1 C3+1 QUANTITIES. T U0?
Jamb 5 6 5 5 5 5 6 5 5 5 6 5 THE MAXIMUM POSITIVE OP AT THESE � UJ Z
ANCHOR QUANTITIES.ADDITIONALLY,
42 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 THE MAXIMUM DP FOR THE SILL HEIGHT
Design +78.4 +78.4 +78.4 +78.4 +78.4 +78.4 +78.4 +78.4 +65,8 465.8 +65.8 +65.B MUST ALSO BE CONSIDERED,SEE
Pressure -78.4 -78.4 -78.4 -78.4 -78.4 -78.4 -76,4 48.4 -e5.8 -65.8 85.8 85.8 TABLE A.THIS SHEET.
HOW&sin C3+2 C3+1 C3+1 C3+1 0+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 TOTAL#OF ANCHORS 0: F 5e O
Jamb 5 5 5 5 5 5 5 5 5 5 B 5 THROUGH THE F-HOOK. -i W Z r
48 P4wOk 7 7 7 7 7 7 7 7 8 8 8 8 7OTAL THROUGHTHEJMB ddd �j
Design +60.0 +60.0 +80.0 +80.0 +60.0 +80.0 +80.0 +60.0 +80.0 +60.0 4 DO +60.0
Pressure 80.0 BOA BO.D 1 -60.0 1 -000 1 80.0 80.0 -80.0 80.0 -60.0 80.0 -80.0 ® w
OH IENCiTti 13�
Ratn(oresmanta Requhed,(Sae Parts on Sheet 1(l) DOOR ASSEMBLIES INSTALLED {�;♦
Intarbck LD&Oixed Stile AstnVd Aslragal Addon TgVBoltom Rail WHERE THE OVERHANG(CH)RATIO
IS EQUAL TO OR MORE THAN 1 IS
St Pact#28 Pmt#28 Pact# Pan# Polar 28 EXEMPTED FROM WATER
Ttaamal•Optlon Part#28 ParlA 27 pe"27 Pari#30 PeItY 27 i1 INFILTRATION.THE OVERHANG 114:
RATIO SHALL BE CALCULATED BY P y�
T0
N:
THE FOLLOWING EQUATIO
TABLE A: TABLE NOTES: OH RATIO=ON LENGTK4 H HEIGHT
Water-Limped(+)Design Pressure 1)THE LESSER VALUE OF TABLE
NOmirlai Sin Actual SIN Max. + DP A AND TABLE 3 DETERMINES NOTES;
() THE WATER LIMITED(+)OP. AR06UC ss Nk La
Height Height Mimed 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. s eea,piC d wMY lleaNa
2)THE 1-11116'SILL MAY ONLY 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION b SPACING. 6aldin#Cade^�
1-11116` 1.888" Sea Table Note 2 pirrial"ilk y
_ BE USED WHERE WATER 3)SEE TABLES 3 FOR REINFORCEMENT REQUIREMENTS.
3-172" 3.464" +64.0 Oaf INFILTRATION RESISTANCE IS 4)CONTINUOUS ANCHOR PLATE,ITEM#B,IS REQUIRED AT ALL FRAME ANCHOR `
NOT REQUIRED OR OVERHANG LOCATIONS.
4.1118" 4.037" +80.0 psi IS PER FIG 1.IF SO,+DPS 5)PANEL WIDTH DOES ROT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. -mss
4518" 4.614" +100.0 paf SHOWN IN TABLE 3 MAY BE 8)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. -
USED.
Part# PGT.# Description Part# PGT.# Description Part# PGT.# Description `�`pN(LYNN 411/��p�'l
��`•''�1LENSF'••..
1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen L ;c
2 619002 2-Track Sill 51 48052 Roller Adj.Hole Plug 90 612256 Screen Trp Rallit: tyo.56105
3 619025 3-Track Hea&Jamb 52 41735 SGD Petrel Come-along 91 612257 Screen Bottom Rab
4 619028 3-Track$111 53 41736 SGD Panel Come-along Cover 92 612258 Screen Side Rail-Lockatse q ►e �S �/,
'f1 SATE DF •',
5 619027 4-Track Head/Jamb 55 71698 Dust Plug 83 B4344 Semen Astragal %O� '•.,.FL OR\aP'' C��
6 619028 4-Track Sill 66 44305 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter • fi
7 619009 Frame Screw Cover 58 619037M Fixed Panel Gip 85 64426 Screen Double Interlock \SION N\-0\1
8 619031 Anchor Plate 59 7169613 Sul Plug 96 617347A Screen Bug Flap AIM 158705 P.E
P.E.R Sb705
9 619007 Track Insert 61 7WOPPTX #8 x 3/8"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spar Set r
10 619029M Aluminum Keeper 62 78Xi4PPSDAX #8 x 3/4"Fl.Ph.TEK- S.S. 98 720XIX 1/4.20 x 1"S.S. Y Q o
11 619036 Bottom Rag Support 63 781PSTX #e x 1"Quad-S.S.. 99 720XIi2X 1/4-20 x 1-1/2"S.S. V
12 619006 Cuter Sgt Cover 64 781PQX #6 x 1"Pn Quad-S.S. 100 7179313 Wstp,.270"x.150"-Fin Seal 0 1 r Q
13 619011 Sill Track Cover 65 78X114PHPT410X #8 x 1-114"Ph.Pn.TEK 101 7SRAZ Standard Roller 0 `— Ur
14 619039 Box Screen Sill Add-on 86 710X1PPSDAXX #lox 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S.
15 819012 Outer Screen Track(Standard Screen) 67 710X115PPX #10 x 1-112"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockaet —s z
16 619038 Box Screen Head and Jamb Add-on 66 710X2PPX #10 x T Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers .J
17 819022A Sgt Riser-(DP60) 69 710X212PPOAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper W C)
18 619023A Sig Riser-(DP80) 70 712X112PP #12 x 1-1/2"Ph.Pn.A Standard Screen ly
19 619024A Sill Riser-(DP100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail U O
20 819032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rail(Latch) z
21 619020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1116" 112 612033 Screen Frame-Side Rab
24 619014 Reinforcement Cover 75 Cardinal XL E Spacer 113 617363 OXO Screen Astragal Adapter ~ 0
25 619030 Reinforcement Plate 76 Sit oone-Foam SuperSpacer-11116" 114 64853K Vin I Astragal
26 619017M Top,Bottom and Stile Reinf.(Alum) 77 Hot-melt Butyl 115 617356 Screen Sill Adapter fro F
27 19046 Top,Bottom and Stge Reinf.(Comp.) 78 619010 1-1116"Beveled Bead 116 SFP95K Bug Flap U1 Z
28 619018M Interlock.300 ReinIbreement 79 619015 1-1/16"Ogee Bead 117 7R42DK Rivet Q
29 W9013M Interlock.400 Reirdarcement 82 62139 Ogee Vinyl Muntin 118 74XIPA 94 x 1"Ph.Pn.SMS O (�
30 619019M Astragal Re'mforcament 83 63609 insulated Glass Murltin-Horizontal 119 76X112PSATS #8 x 1-1/2"Ph.Pn.SMS A Z O cA
31 619036 Reinforcement Plate 84 4CONN I.G.Intersection 120 41703N Screw Boas Bushing J O
35 618005 Interlock Adaptor BS 7558K I.G.Gridlock Gip-7/16" 121 712027 Comer Key Wheat Assy.(Standard) -f Z
36 619008 Astragal Add-on 66 7560K I.G.Gridlock Clip-5116" 122 712027SS Comer Key Wheel Assy.(S.S.wJbearing) 15;
37 619004 Panel Stile,Top/Bottom Rail 123 41805K Screen Handle
40 718609 .107 x.280 Finseal(Stile) 724 41806 Screen Handle Slide
41 71695K 1-1/2"x 1"x 3/4"Fin Seal Dust Plug 125 1 704MB Screen Latch Assy. `
42 419041 interlock alp Cover 126 7SNKPN Screen Keeper
43 Tandem S.S.Roller Ass
y 127 61693K Serrated Scram S
78153X . Aline-.146"
44 78163N Tandem Nylon Roller Assy. 128 61692K Screen Spline-.165" a
45 819043 P-hook Reinforcement plate 129 61894K Screen Spline-.160"
46 710X125FPSDX #10 x 1-1/4"FI PH SMS 130 61818620 Screen Goth
ROTES
1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS.
1w9*tIC1'kRVIbB,D
aselpyles waY eK"DPW
trtiM (--f4 T
�!` ,�f l�l�`
bade �4i
TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE
A M L D
2P2T D w� xx K 1P2T 4 � F ] B
6P3T R `�-�
2P2T M P R A
X x opDoco � c M Os
L D
xo � 2P2T B F F e
S D K T A M 6P3T M A
3P2T � M P R A XX xx D
Oxo oxo xxxxxx O
D K 3P3T �- A F L D
--�--�-�$ B
3P2T %}0( M H NOT AYABABLE M 8P4T R F B P
XXXxxx
K
FFB AR4P4T B Foxxxxlao
3P37 EM B A B A M F F L D B
F B
J ..= M _,•� Ab... ,,,U„,,,a xxxx XXXX 8P4T M A
x700 OXX f
O _K 2P2T _ ( n I _ xxxxxx>a
g F
3P3T ” P M XX
MDS
9D A
XxO0o b m c5 4P2T B c M F
L D xxxx
4P2T � µ r—� NOT AVAILABLE B F
6P3TB F
L 0
M
4P2T [,=-=Q:�A NOT AVAILABLE xX)oax
D K B F
B F 8P4T B F
B F
B F C M
4P4T A M
J J M A U U X%xxXfD(X
�,.,C
IJO7ES
xxXX _ xxxx 1)MAXIMUM OF(8)EIGHT PANELS UP TO 96•FRAME HEIGHT.
2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME
D ggg K HEIGHTS OVER 96'AND UP TO 120'.
B F 3)MAXIMUM ALLOWABLE FRAME SQUARE FOOTAGE=292.625 FP
B F FOR DOORS WITH A MAXIMUM FRAME HEIGHT OF 96'(REFER TO
4P4T P R TABLES 2 AND 3 FOR MAXIMUM PANEL WIDTHS). FROD�UkXVMV
J bb rowl"
J M FJ=W A U U
`111 I I I I I(! BoWiy Cde
M 011r. OMr: ,. 4w�taKtNo �Q o /OZ
O� ...•.. �F ;. NO CHANGES THIS SHEET GMnIM�Dabb
,xxo O, � , �eNsr ' ;� JR 03117/15
L D L o INTER)OR �� * w""r'er. an: PWA*A' IYnel
F P R B56705 ,
5P3T 0� ��EEq PP EXTERIOR
SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI
L D L D SSAOf
F A M e f'�.t� '•..FLOR\OP.•' ��;` f070'IEGYMVOLpOYDRNE TW: ODM:
5P3T M A ���/// �5 �C�. ^I'P0.�fou
VINYL SGD INSTALLATION GUIDELINES 11!18!10
SCRREEEN SCRERi ��,,S�OIVAL�1�` RCKOINI9.FL 34274
x100iX 70D00( I I 1 I t I 8wlr1.b4N: eadK 3lwt DInKpNa wr.
A.tYNN MILLER P.E. CERL CFAUTH.MINIM 5470 NTS 12 OF 13 MD-SGD470-01 A
P.E.M 56705
SINGLE FIXEDSINGLE SINGLE
DOUBLE
P INTERLOCK LOCKSTILE F INTERLOCK INTERLOCK D INTERLOCKASTRAGAL
R FIXED SINGLE H SINGLE SINGLE M LOCKSTILE ,. ..� +C� DOUBLE
.�J� fl INTERLOCK
LOCKSTILE INTERLOCK INTERLOCK INTERLOCK
T ASTRAGAL FIXED SINGLE J LOCKSTILEASTRAGAL
{BOX OUT}
OUT LOCKSTILE INTERLOCK LOCKSTILE
SINGLEDOUBLE
-`-
T ASTRAGAL FIXED U ASTRAGAL `SD INTERLOCK INTERLOCK
LOCKSTILE(BOX IN) IN C (BOX OUT) OUT LOCKSTILE
A DOUBLE LOCKSTILE
�rS FIXED �= ASTRAGAL U ASTRAGAL —�-_—J.;,t�JY�}w• LflCKSTILE INTERLOCK
(BOX OUT) LOCKSTILE OUT (BOX IN) IN
U ASTRAGAL LOCKSTILE
S FIXED ASTRAGAL A SINGLE LOCKSTILE
(BOX IN) LOCKSTILE IN INTERLOCK CIS INTERLOCK
SINGLE
INTERLOCK INTERLOCK
L SINGLE ASTRAGAL LOCKSTILE SINGLE
(BOX OUT) INTERLOCK OUT INTERLOCK NOTES AILS APPLY TO 2.3 AND 4TRACK
CONFIGURATIONS.
2)SEE SHEETS 2-4 FOR ANCHOR
LR ASTRAGAL SINGLE ASTRAGAL EELOCATA LSPACINF
3}SEE TABLES 2 d 3 FOR
OUT — INTERLOCK LOCKSTILE OUT 4)CONTINUOUS ANCHOR PLATE.ITEM r8.
{BOX OUT} {BOX OUT}
IS REQUIRED ATALL FRAME ANCOR
LOCATIONS.
N ASTRAGAL SINGLE J LOCKSTILE ASTRAGAL
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