My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
18-20306
Zephyrhills
>
Building Department
>
Permits
>
2018
>
18-20306
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2019 1:30:37 PM
Creation date
3/4/2019 1:30:36 PM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
18-20306
Building Department - Name
BOYD,MARIA ARMOUR & MICHAEL ERIC
Address
5514 12TH ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
22
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
52"MAX FRAME WIDTH <br /> WIDTHI [CO.00R E <br /> z <br /> k is <br /> NVINDOWSUD <br /> 250 Staunton Tumpike,Parkersburg,WV 26104 /, ff ••+'` J} <br /> :` g� <br /> 7700 / 99.00 Series e .39 ad a. <br /> Vinyl Double Hung � F� m° <br /> Window � <br /> 'WON-1MPACr' z <br /> H J <br /> a . <br /> at ti Nb u, 2 <br /> Ad <br /> ,t <br /> In Y fil y <br /> GMEML ROM <br /> 1. This product has been evaluated and is in compliance%Whlhe 61h �In� to <br /> Ed ition 120171 Florida Budding Code pC)structural requirements <br /> excluding the'High Velocity Hurdcanelone(HVHZ). J a n <br /> a <br /> 2. Product anchors shall be as fisted and spaced as shown on.defails. 14 m <br /> Anchor embedment to base material shattbe beyond wall dressing .. MAX, :li ON rrtLiantEt►sr1': . MAX, DmGNtnEESsuD= <br /> GLASS" G1Af3; '. (P.Sq'• m <br /> or stucco. IWAME, 'Dd a:; .; •• - 'FRAME.' "D10. <br /> DIMENSION,; VDtMENStoN: :, E', .'.rDS1tNE, _NEGA7NE,. CfMEr1SILiN!: OiMENsroN '11FORY E .'HEGAM I � <br /> 3. When usedfncrewrequidngwindbome.debtisprotectionthts xia"xse 2sPx24J5` G1,G2 +SSA �55A stD"x64tr 27ffx27J5' G1,G2 +4Q.0 40.0 . CNN <br /> product is required to be protected With an impact resistant covering Z o to <br /> Mr)[4D.0" 45D'X15J5' G1,G2 445.0 -46.0 32A'X70.0' 26JrX30W G1,G2 440.0 -40A <br /> that complies withFBCSections1609.12&R3012-1a W N <br /> 4S.Q'X4LO, 4Lr1XI&M G1,G2 +46.0. -45A S2.0'xS0.0' 45:D'%20JS' G1,G2 MO, -35.0 ¢ <br /> 4. For 2xstud framing corMiction,anchoring of these units stlalt be the o <br /> some as that shown for N buck masontyconsirudiori 44."-4&W 37A'xiG77 01,G2 +45.0 .45.0 41LU-XSW 41A'X22.7S' G1,G2 +36.0 -35A <br /> 5. Siteconditionsihotdeviatefromthedetailsofailsdrawingrequire aD.O'x52D' 33D'x21.7s G1,.G2 +45.0 -45.0 44.QxaoG" 37aI"x2s,7s" G1,G2 +35.0 -35,0 a i <br /> further engineeringdnalysis'by licensed engineer or registered 368'M&W 2YS'x23.75' On,G2 +45.0 -45A 40.1'X66.0' 33A'x23,75' G1,G2 +35.0 45.0 i <br /> architect. ' <br /> 32,rX"r 25.0"X27JV 01,02 +45.0 45.0 36,0'X72A' 25A'X31J5' G1,02 +35.0 -350 <br /> TABLEOF.CONFEMS " <br /> 520'%440" 45A'X17J5' G1,G2 +40,0 -A00 S20'X60.D 45A'X2SJS GI,G2 +300 -30,0 r ro N• Z <br /> SHEEnt DESCRIPH0 <br /> 1 lelevatiotu,de n an general 40.0 X4S.0' COMM G1,G2 +40.0 -d00 41rx6w 4UrX27.7r G1,G2 +30A -30A �5 23 14 � <br /> s=Jo N.T.S. 3 <br /> 2 HorTumtatvassectIoru 44.0'XSW 37A'X21Js G1,G2 +40.0 4%0 44A'X70.0' vrx30.7r 01,G2 +30.0 -30.0 ono 0r JK m' <br /> 3 vedicdcrosseclions <br /> 4 Buck from an onn9 eat.m: L FS 3 <br /> 5 Bitotmatertau compare 6 gtarin elo5 4WxRr 33A'X20r G1,G2 +40A -40.0. 40A'X720' 330'X31.75' G1,G2 t3Q0 -30A os vuttt xo. <br /> s2D'%7w 45.0'X31.7$- G1.G21 445.0 -2S.0 FL-15j19.Et u <br /> SHEET 1 OF � � <br /> if <br />
The URL can be used to link to this page
Your browser does not support the video tag.