My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
17-18928
Zephyrhills
>
Building Department
>
Permits
>
2017
>
17-18928
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/31/2018 1:35:36 PM
Creation date
7/31/2018 1:35:36 PM
Metadata
Fields
Template:
Building Department
Company Name
FOREST VILLAS
Building Department - Doc Type
Permit
Permit #
17-18928
Building Department - Name
WESOLOWKSKI,ROSE ELLEN
Address
5931 FOREST LN
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
9
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
. ., <br /> I—I-2� � <br /> 24 GA NIN IXTER70R SqN � � a�2'2o cn <br /> 14GN.DUkASAFE �/BAI(EU ON POLYESTER IIMSH STRUT ON TOP SECTIDN <br /> 2'%20 Gp STRUT CENTER WNGE ATTACHED qTTACF�U V/C+J 1/4'�3/0• <br /> pTTACNED V/(2)1/4'%3/4' V/Ca)1/<•x 3/4' <br /> HIX HEAD SLREVS PEIt STILE HE%HEAO SCREVS 14 GA➢URASA�E NEX HER➢SCREVS FT ER61 ST[LE <br /> � END HINGE ATTACHED <br /> 12 GA GALV.COl9AERCIAL �:.k.'�•:iS'+�'ti � V/(2>1/4•.x 5/8' <br /> TOP ROLLER BRACKET HE%HEAD SCREVS <br /> ATTACHED V/(3)I/4'x ,;ti+_:i=-':"i-.+�- ' �dGA DURASAFE <br /> 3/9•HE% p�HRAC�T ��•• 0 TO END ST LE V/f3)R/1•TxA3%4�' � ��P nxTIIR�EpTT CM�V/C� <br /> HE%NEAO SCREVS PER LpRR1ER 1/4•y 3/�'i¢%HFAD SCREVS <br /> AT E(�CH E!ID STIIE <br /> A�NSTAHLE SLIDE BNACKET ATTACHEO <br /> V/(2)L�'*1/2'e01.T pND NUTS <br /> E•10 8ALL STEEL ROLLER <br /> V/5'STEM AND U)7/16' 2'%20 GA STRUf ATTPCXm �:F_a'ryt <br /> � OLT RETFINER USED FOR O V/(3>I/4'X 3/4• ,,,,_�,� Y 30 HALL STEEL ROLLER <br /> THREADED FASTFMERS HE%HEAO SLREVS PER �k�':,.�x' V/S'STEM AND(1)7/16• <br /> END STILE AND V/(y 1/4'%3/4' �T RETPINER USED Fd2 6C-17�C C%PFNDCD <br /> HE%HEAD SLREVS PER CINfER STILE ,• , E% <br /> � ��TMtEADEU PASTENERS PmYSiYREIE II4U.IITI@! <br /> TYPICAL TOP FI%TURES 1 TYPICAL DURASAFE END HINGE/7 \ p.sjjdjp�p.tj <br /> N.T.S N.T.S J <br /> END WNGE <br /> 1�GA <br /> TYPICAL DURASAFE CENTER HINGE/ o \ � a�r m cn srmn nTran¢n <br /> '�7;3, C O V/<3)1/4'Y�/�'1�X NEHD SCREVS <br /> A7 FACH ENO STIIE ANO <br /> 1 A BOTTOM BRACI�T V/(2)1/1'x 3/�'1@l(lIEAD SCREVS <br /> o Il o 13 Ga ATTACNED AT FACH CEHTFF STILE <br /> NDI1/HEAD SCREVS � V/(�1/4•%3/4' <br /> O O F{E7(Fffl1D SCREVS <br /> ` ���/�� / / � �� / '• • ��� <br /> 2'10 HPLL STEEL R�LLER V/5•STEN 27 GA MIN INTERIfLQ SKM <br /> AND(U RETPSNER VSED fOR <br /> 2•x 20�p, TNREADED SHAFTS PER ROLLER <br /> STRUT <br /> STRUT 0.IP �� 13W HOTT@I BRAIXEf <br /> � ' TYPICAL BOTTOM BRACKET/ n � A�p�� <br /> /� - V/(3)L4'x�/4' <br /> 1 � � ! TYPICAL TOP STRUT'ATTACHMENT/ J � N'LS `T o HIX HEAD SCREVS <br /> N.T.S. <br /> V/�CNlT HTN SEaL�� <br /> L A R G E M I S S I L E SN�E�CTION A-A (SIDE VIEW1 <br /> ; ; IMPACT RESISTANT <br /> �v �aeenav or�9an onh er <br /> SPECIFlCAiIONS AND NOlES <br /> AIAX SIZE ^ .�•••••,. �a <br /> , . � 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL 1F2ACK, 9;YnDTH •� �z <br /> FROM.'fHE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. 7a HEIGHT �g ti.Sf'I��/,���p� <br /> � ! 7HE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD OESIGN LOADS $� ••� ��� "�.,+p••�'• �"° <br /> +120.2 LBS/FTCA&JAMB 2 ZEL S/FT MAXIMUM DESIGN LOADS OF: +2s.7 PSF �� :�'��1�,••• •� ; '�z <br /> 3. DOOR AND HARDWARE WILI BE DESIGNED, MANUFACTURED —31.6 PSF 66: ; No. 679 o�e" <br /> A AND INSTALLED WITH STANDARDS AS SET FOR7H BY DASMA. 'fEST LOAos 9�;.]�� /G� �� o g� <br /> (te.omcN iaos� ,. °c <br /> ea• 4. DOOR SEC710NS SHALL BE 24 GA. (0216) MIN. EXTERIOR SKIN E o ' ' OF .; <br /> ROLLED FORMED, W/BAKED ON POLYESTER FINISH +ao.7 p5F L� L,��•.�.. � <br /> g•-a• —47.4 PSF ��{OP�� :°c <br /> 5. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 �q <br /> INSIDE ELEVATION 6. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED LARGE MISSILE '� �'•.���•• „� <br /> N.T.S BY A RECISTRED PROFESSIONAL ENGINEER FOR`MND LOADS I r�a a C T E 3 F L ••�� <br /> (1)8/76'DIA 1-5/8' (3)2-5/B'%3-1/2'18GA RESlSTANCE � • <br /> L1C BOLT ATTAtl1ED TO J�.118 S7EEL eACNER PLATE GLUED T[1 2%e SYP OR SPF <br /> AT EA.J B BNACKET INSIDE EDGE PT TOP PND HOTTOH (N0.2 OR BET7Eli) <br /> Of EACH STILE LOCATIDN /Y)"j^ <br /> hIE METHOD OF TESTING WAS IN SUBSTAN7IAL CONFORMANCE ��4• � <br /> WITH hIE PROCEDURE DESCRIBED IN DASMA 108&115, ASTM INTERIOR OF GARAGE <br /> E330, E1886,E7996, &F588. hIE PRESSURES SHOWN ON ENTREBif1ATIC <br /> TFiE DRAWINGS WERE CALCULP.TED USING ASCE 7-10 WITFi MAX.WIDTFI 9�0� 165 CARR7AGE LLl1RT VINST@I-SALEH N.G 27105 <br /> iHE FOLLOWING PARAMETERS(5 FEET OF DOOR WIDTH IN 7HE MODEL #1200 HERITAGE SOOO <br /> zo ca c,a.v.s7etti END ZONE, ROOF AT ANY SLOPE): MODEL #S2OO OAK SUMMIT 3000 <br /> [riu sntE WIND SPEED(MPH) 168 152 145 138 133 <br /> DESICN LOn�S SHORT, LONG, FLUSfi & OAK SUMMIT PANEIS <br /> V�-20 X S/BTRRCK EXPOSURE LEVEL B C C D D +120.2 LBS/FT SEE NOTE 2 41E OAA1tlIBY IAA VAIE 01/7B/N ORARiHGM1YfiR <br /> SPLICE HOIT PND NUT MEAN ROOF HEIGHT 30' 15' 25' 15' 25' -�42•2 LBS/FT <br /> OR(2)RIVETS iRACK MOUNPNG DETAIL 2'CALK STEEL 7PACK B arzaan ar Deh IRC-1209-130-11—I <br /> N.T.i TRACK THICKNESS.051' � <br /> 9�ET 1 OF J <br />
The URL can be used to link to this page
Your browser does not support the video tag.