HomeMy WebLinkAbout18-19931 fCITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 19931
BUILDING PERMIT
PERMIT INFORMATION =LOCATION INFORMATION
Permit Number: 19931 Address: 39773 MEADOWOOD LP
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: MEADOWOOD ESTATES
Est. Value: Parcel Number: 13-26-21-0140-00000-0620
Improv. Cost: 1,918.00 OWNER INFORMATION
Date Issued: 7/11/2018 Name: COLVIN, TERRY& MONK, RICHARD
Total Fees: 75.00 Address: 39773 MEADOWOOD LOOP
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 7/11/2018 Phone: (813)355-4972
Work Desc: GARAGE DOOR REPLACE 16 X 7
CONTRACTORS APPLICATION FEES
PRECISION DOOR SERVICE BUILDING FEE 75.00
Ins ectio s1jWquired.
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater;for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
T GNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021
Building Department
Date Received -V Phone Contact for Permitting �i Y'f tt lD - l oC V n
.
Owner's Name TC pv�ltr Owner Phone Number i5 Cs���1
Owner's Address � CACL 0 WC-7 C)00wner Phone Number
Fee Simple Titleholder Name Owner Phone Number �—
Fee Simple Titleholder Address
1
JOB ADDRESS �,J ��-I 3 Y�T^��+ �� 4d "� t-��` / LOT#
SUBDIVISION PARCEL to# c3" lD- ` �Iu0 0006i3
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEWCONSTRB ADD/ALT SiGN DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM OTHER -fie
TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL [� y }
DESCRIPTION OF WORK C � J' {• as4 i
BUILDING SIZE �� SQ FOOTAGE HEIGHT
^t�rrz-r"t-n-rrrirrr-t-c'r-r-r�c-rtrr�ri-mr-r'rrrrr-r'rrrm'�rrr'r-r-r'►-mt-r'rrr-r-n-rr�r-'rrr-rr
=BUILDING $ { c � VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING 1$ el
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER L/
FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO
BUILDER -, . . . . O �Y
..- .-. J
SIGNATURE REGISTERED I YIN FEE CURREN LffiN
Address *ate License# �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I YIN FEECURRFA YY/N
Address License# I
PLUMBER COMPANY
I -- I
SIGNATURE REGISTERED Y/-N FEE CURREn Y/N
Address 77:77-1License#F
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEECURREn LY.LN J
�{
Address License# F I
OTHER COMPANY
SIGNATURE l REGISTERED Y/N FEE cURREn Ly/N
Address License#F
I111111it111111111iIiIlI1iltItll ( fill 111111i [ 11111it fill [
tllitlltil
RESIDEN71AL Attach(2)Plot Plans;,(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date, Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
F-I.i-{-FF-1-i-4-f-1-L-i-i-t-f�4-Mf--R.i-i-i-i-i-i-i-t-i-Fi-t-F-i-i-i-t-i-i-i-
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERM)TTING (copy of contract required)
Remofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
�a�j�yo'lSu"
/�� �II:D IIIUU
City of Zephyrhills .
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �r� `,51�cy)'1 Y
Date Received: 2 ? �6
Site: 3 G 7'1 3 �aG �lJt G�IJ
Permit Type: L C 7
Approved w/no comments:' Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
/0/ /,/- --,,�,/
Kalvin witzer ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Florida.Building Code Online Page 1 of 3
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BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications 4 FBC Staff ! BCIS Site Map M Links Search
Florida
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r �. Product Approval
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^:a USER:Public User
d.�rmrs ;L:-n
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Product Aoomval Menu>Product or Aoolication Search>Aoolicatian List>Application Detail
' FL# FL13521-115
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Amarr Garage Doors/Entrematic
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1307
robert.richardson@entrematic.com
Authorized Signature Robert Richardson ���� F�v°r`a�l.��l�'
robert.richardson@entrematic.com
'OMPL COS,
Technical Representative Robert Richardson � ts� 8�11.��1d�
Address/Phone/Email 165 Carriage Coul�� �4� a�4�.1C�PI r�®�'
Winston-Salem,Nc� s N:
�ohert r ch rdson@ l� l of
� �
Quality Assurance Representative Danny Joyner
wA1CjE5
Address/Phone/Email Amarr Garage Doors _�
165 Carriage Court
Winston-Salem,NC 27105
djoyner@amarr.com
leni
TCategory Exterior Doors l' Q� �l" r
Subcategory Sectional Exterior Door Assemblies
Q J-'
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
El Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Thomas L.Shelmerdine
the Evaluation Report
Florida License PE-0048579
Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 01/01/2027
Validated By Steven M.Urich,PE
Ei Validation Checklist-Hardcopy Received
Certificate of Independence FL13521 R5 COI Statement of Independence 2017.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1996 2009
ASTM E330 2002
DASMA 108 2012
DASMA 115 2012
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13521 R5 Equiv DASMA 108 and 115 2005 vs 2012.odf
1/1/7)i R
Florida Building Code Online Page 2 of 3
41
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
13521.1 Stratford,Heritage and Oak Dwg.IRC-6016-155-26-I,Thru W wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R5 II IRC-6016-155-26-1 Drawing 7-10 FL.I)df
Approved for use outside HVHZ:Yes FL13521 R5 II. Retail Product Cross Reference Chart.od
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+37.0/-41.0 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R5 AE IRC-6016-155-26-I Evaluation Report
7-10 sealed.Dd
Created by Independent Third Party:Yes
13521.2 Stratford,Heritage and Oak Dwg.IRC-6009-150-15-1,Thru 9'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for,use in HVHZ:No FL13521 R5 II IRC-6009-150-15-I Drawing 7-10 FL.r)d
Approved for use outside HVHZ.Yes FL13521 R5 II Retail Product Cross Reference Chart.pd
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+35.6/-42.1 Created by Independent Third Party;Yes
Other: Evaluation Reports
FL13521 R5 AE IRC-6009-150-15-I Evaluation Report
7-10 sealed.pd
Created by Independent Third Party:Yes
13521.3 Stratford,Heritage and Oak Dwg.IRC-6009-169-15-I,Thru 9'wide.
I Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL13S21 R5 II IRC-6009-169-15-I Drawing 7-10 FL.od
Approved for use outside HVHZ:Yes FL13521 R5 11 Retail Product Cross Reference Chart.od
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+45.31-51.2 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R5 AE IRC-6009-169-15-I Evaluation Renort
7-10 sealed.nd
Created by Independent Third Party:Yes
13521.4 Stratford,Heritage and Oak Dwg.IRC-6016-140-24-G,Thru 16'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL13S21 R5 II IRC-6016-140-24-G Drawing 7-10 FL.pd
Approved for use outside HVHZ:Yes FL13521 R5 11 Retail Product Cross Reference Chart.od
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+29.7/-33.8 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R5 AE IRC-6016-140-24-G Evaluation Report
7-10 sealed.i)d
Created by Independent Third Party:Yes
13521.5 Stratford,,H itage and Oak Dwg.IRC-6016-130-15-I,Thru 16'wide.
Stratford,t
Summit Mo Is 600,650 and 950
1 111)
Limits of Use Installation Instructions
Approved for use I �-No FL13521 R5 II IRC-6016-130-I5-1 Drawing 7-1.0 FL.r)d
HVHZ:
!Approved',',imt.f.,Wdre HVHZ:Yes FL13521 R5 II Retail Product Cross Reference Chart-Qd
Yes
Resistant:Yes Verified By:Thomas L Shelmerdine FL PE#0048579
Design Pressure:+25.6/-29.1 Created by Independent Third Party-Yes
Other: Evaluation Reports
FL13521 R5 AE IRC-6016-130-15-I Evaluation Report
7-10 sealed.nd
Created by Independent Third Party:Yes
P1. T-T�
ADJUSTABLE ROLLER CARRIER 14GA CENTER HINGE
ATTACHED W/(2)5/16`x 13 GA COHHERCIM
3/4•BOLT 6 NUT PER 'c^.0'c ATTACHED W/!d)I/4• B 13 FIXTURE ATTACHED V/
p
BRACKET ::, .,_��, x 3/4•HEX HEAD SCREWS µ)I/4`x 3/4•HCX FGAD SCREWSADJUSTABLESLIDE BRACKET ATTACHED
6. PB ,A UE'(M WIS)5/16•x 3/41 BOLT AND NUTS
3'20GA,STRUTS ATTACHED 24 GA SKl (HBSN
1/4'x 3/4' 0
HEX HEAD SCREWS AT
23 GA GALV.C RCTAL EACH CENTER STILE -
TOP ROLLER BRACKET
ATTACHED V/0 2/4•x
3/4•HEX HCAD SCREW$ SEE PAGE 2 FOR OPTIONAL .5"+'�0'' +I'
PER BRACKET _.., SPLICE TRACKS AT THIS LOCATION
GLAZED SECTIONS STRUT
TYPICAL TOP FIXTURES l AND STILE LAYOU "�' STILE STIFFENERS(5) W/(4)1/4•-20 TRACK SPLICE
R.T.S. a LOCATED IN HINGE 1RRE(S) BOLTS&NUTS,SECURE TO JAMB
ON TOP SECTIDN ONLY WIN(3}5f16"D)A.X/-5j8-
SEE(TABLE 2)ON PAGE 3 FOR 5 TYPICAL CENTER HINGE LAG BOLTS
RECOMMENDED SECTION CONFIGURATION A N.T.S. ATTACKMENTHOLES FOR STRUT
1 IS REGIURED)OF STRUT S
. 5/16"DIA.x 1
(SPLICE) LAG BOOT ATTACHED TO
JAMB
.� AT EA.JAMB BRACKET
(70P) 12 GA.GALV.STEEL
EMBOSSMENTS O JAMB BRACKETS
NOT SHOWN 3 F END HINGE ATTACHED W/(1)1/4e-20
FOR CLARITY O 14 GA
THROUGH (THROUGH) TRACK SPLICE BOLT&NUT
TYPICAL STILE STIFFENER rJ G OR(2)RIVETS
N.T.S
E
— I TWO(2)ROWS OF THREE f3) L B
C OF"ENTAIATLIQMS S0,INCHES 3•x 20 GA STRUTS
(2)PER SECTION
S (EXCLUDING Tm
H (D ON TOP SECTION A
A
J1/B•SEE TABLE 4 ON PAGE 3 L
FOR STILE PLACEMENTS E(TABLE 1)PAGE 3 �� SEE.(TABLE 3)ON PAGE 3
16'-0'MA% FOR STRUT SPACING FOR JAMB BRACKET SPACING
OTTOM BRACKET
INSIDE ELEVATION VENTS PROVIDE 70 sy lm, ATTACHED
(6. sq.In.FOR OPTIONAL w/(3)I/4S x s/a TRACK CONFIGURATION FOR 6'6" UP 70 14' TALL DOORS
N.T.S. VENT
LF UNOBSTRUCTED XEK HEAD SCREWS
AIR FLOW EACH, N.T.S.
13PTI13NAL VENT METAILrr�
14 GA END HINGE 3'20GA STRUT NT& 6 O CONT.STEEL RETAINER
•,�,; ATTACHED W/(2) ATTACHED V/ W CONT.HIM SEA4
1/4'x 3/41 m V4')I 3/4• RAY DESQiIM OF REIISDIS DATE BY
3.2DGA STRUTS m HEX HEAD SCREWS HEX HEAD SCREWS
ATTACHED V/f2) AT END AND CENTER - BOTTON BRACKET A MIS 10IBC 20)G 1T 1 BlR
va•x 3/4• (2) m STILES 14 GA THICK ATTACHED SECTION A-A SIDE VIEW} B ADDED DUMG NOTE 01/04/13 ERR
NERD SCREWS AT AGA,ROLLER CARRIERS ATTACHED W/0)1/4•x 3/4•
TO END STILE W/(2)1/41 x 3/4' 0 HEX HEAD SCREWS N.T.B.
EACH END STILE HEX HEAD SCREWS PER CARRIER MAX SIZE Eo
INTERIOR OF GARAGE 16'WIDTH %%%S DOBDODgggg _g
L 14'HEIGHT
2'10 BALL STEEL OR °wok MAX.WIDTH 16'0" (D�R!m a e°°°0�c,�?'AGIEijIs ,,d �Q
10 BALL NYLON ROLLER S)KDCHT IxIRADON {f
o v/G'STEM DESIGN LOADS Z mAZ, r "�.f{-FGG•
0 TO BALL STEEL CR {1S0
TYPICAL END HINGE 10 5'S NYLON ROLLER DESIGN LOADS® +25.1 PSF
N.T.S. 3 W/S•STEM +204.8 LSS/FT ^29.7 PSF
TYPICAL BOTTOM BRACKET -232.8 LBS/FT SEE NOTE 2 TEST LOADS • 9•gBo al&'�i
(1)5/le DIA.x 1-3/6' N.T.S. --- -43.7 PSF �� .�^,f'}� �iA'}'� QF
*1/4-�O
BOLT ATTACHED TO JAMB SPECIFlCATIONB AND NOTES -43.R PSF %
EA JAMB BRACKET LARGE 2 �' C} "e�:° >;
2 X S SYP OR SPF 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERRCM TRACK, MISSILE.
(ND.2 OR BETTER) LARGE MISSILE jHC HORIZOTRACK
ALKJAMMIB OR HEADER RECCI3VFS NO PORTION VERTICAL
IMPACT `
RESISTANT FL JC; PG0 �m
20 GA`ENTER$TILE IMPACT RESISTANT TRANSFERRED FROM THE b00R. rBB ebb
2.EACH YEROCM JAMBS O LBIES MA70MUM DESIGN LOADS OF.
3,DOORS LLE HARDWARE 1ARD BE DESIGNER,MANUFACTURED "
AND INSTALLED VnH STANDARDS AS SET FORTH BY DASMA
THE METHOD OF TESTING WAS IN SUBSTANTIAL 4.DOOR SECTIONS SHALL Be 75 GA MIN. B')ROLLED FORMED LIGHT 165 CARRIAGE COIATT VINST@1-$HEM.N.G 27105
*� CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM COMMERCIAL DUAItTY
EN OA OALY.STEEL E330&E1996,AND DASMA 108&115.THE PRESSURES S.SUPPORTING STRUCTURAL ELErarVM SHALL BE DESIGNED
END STi1E i BY A RE(DSTRIX)PROFESSIONAL ENGINEER FOR KIND LOADS MODEL850 4AB:SUMMIT SERIES 2000 &2000
7 1G'DIA B047 NET
SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE INDICATED ON THIS ORAWNG IN ADDITION TO O1HER LOAOINCS
/ MODEL#000 STRATFORD SERIES SOOO R( 2000
RACK (t)PER HOLIER 7^10 WITH THE FOLLOWING PARAMETERS(5 FEET OF DOOR8.AMARR MANUFACURES AND OIS7RIBUTE5 CANAGE DOORS UNDER MANY MODEL(j950 I3ERITAGE SERIES 1000 & 2000
ND NUT WIDTH IN THE END ZONE,ROOF A7 ANY SLOPE): BRAND LABELS PLEASE SEE AMARR-MANUFACTURED PRIVATE LABEL CHART
OR<?a RIVETS 2"GALY.STEEL TRACK
TRACK 7HtCKNESS.683 WAND SPEED MPH 168 1 152 1 145 13B 133 FOR REFERENCE OF.EQUIVALENT PRODUCTS FOR W INDLOAD APPROVAL BE DRAWN BY EX DATE tl/13J09 DRAIBV6 NAB
TRACK MOUNTING DETAIL EXPOSURE LEVEL B C C D D 7.REFER TO TABLES ON THE PAGE 3 FOR AUDM04AL DOOR MOTHS p
H.rs. MEAN ROOF HEIGHT 1 30' 1 15' 1 25' 1 15' 1,25' &PANEL STAMP DOES NOT EFFECT WINDLOAD CAPABILITIES 0 CHECKED BY EST DAIS 11/13/09 IRC-6016-130-t5-1
Ism OF
-WOOD JAMB ATTACHMENT TO STRUCTURE
a X 6 VERTICAL JAMB ATTACHMENT TO WORD FRAME STRUCTURE
033'GALV STEEL INTERIOR IMPACT WINDOW FRAME 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 24' R 0 1/2'EMBEDMENT)
.033'GALV STEEL EXTERIOR IMPACT WINDOW FRAME W/S'BITE ON GLASS a X 6 VERTICAL JAMB ATTACHMENT G 'FROM
PSI CGNCRETE
HILTI KWIK BOLT 3/8'X 4'STARTING T FROM ENDS THEN 24'ENDS
O.C.(2 'D.C.EMBEDMENT)
Ln R �Ac N,�E 7 N HILTI SLEEVE ANCHOR 3/6'X 2-3/4'STARTING 6'FRGM ENDS THEN 20.O. (1 1/4'EMBEDMENT)
MSDn�nT%EPIDRTWtN�OVCFInME 21 10.STEEL DOOR sK7N ITW/RAMSET REDHEAD(TRU-HOL7),3/%%4'STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'EMBEDMENT)
a X 6 V RTi A AMR AT12CHM NT TO IIDLLDW C-90 BLOCK
s/16.OVERALL SIMPSON 1/4'X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS
1/B'CLEAR ANNEALED GLASS (3'APART)AT 16'O.G(1 1/2'EMBEDMENT)
010'PVH INTERLAYER HILTI 1/4'X 2-3/,4'KWIK-CON II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF '
1/e'CLEAR ANNEALED GLASS FASTENERS(3'APART)AT 16'O.C.(1'1/4'EMBEDMENT)
MANUFACTURED BY GUARDIAN
a X 6 V R7I A IAMB ATTA HM NT TO •RO rt➢ -90 B O K(000 P i .ROUT)
HILT]SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.(1 1/4'
SUREBOND SB-190 EMBEDMENT).(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK)
3 2 STRUCTURAL ADHESIVE
-LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
2.3/16'X 1/2'SCREW-USED 79 -PREPARATION OF WOOD JAMBS BY OTHERS
FASTEN THE STEEL EXTERIOR IMPACT WINDOW FRAME TO
THE STEEL INTERIOR IMPACT WINDOW FRAME WOOD CONCRETE HOLLOW BLOCK
3.11/64'X 1/2'SCREW-USED TO fASTEN DECORATIVE PLASTIC MOLDED STRUCTURE STRUCTURE STRUCTURE GROUTED BLOCK
WINDOW FRAME TO THE ASSEMBLY STRUCTURE
z
8
SECTION B-B IMPACT WINDOW DETAIL
N.T.S. I I
22-3� 1-1/2'MIN F '
2X6 JAMB
TYP. 3'MIN
•2• •2 4 •2 36
10-5/8, 6
REV DLSOO DON OF REMSONS DATE BY
A UPDA7E0 TO FBC 201D 1113OL11 InR
B I ADDED OAIDT6 NOTE 01/04/13 IRLR
IMPACT GLAZING FASTENER DETAIL
N.T.S. t6A VQIH >np oea®X SIZE °°°L�5HE( ooeeo `5
14'HEIGHT .,R•QOJ c�
(i0H°ORj=TO ®g°o110., e t,�GEN`SE`� ��d�e{,ge
INSIGN LOADS
gO P40 00 �+••�•c�2
DESIGN LOADS wd
B O +25.6 PSF >a v
-29.1 PSF 2 „,0• a 0:
TEST LOADSS ,
+3B.4 PSF 6N m S dfl7� �� a 4j�Qo
r7qm I i -43.7 PSF - /,.�a'L' Q;d iI a�5
LARGE je r`Cd�i4��QC3�O,��\`oo It
TOP SECTION IMSSILEPACT €�F� d 4'd 48810 DD 6�0°®�� gy
3.20GA.STRUT LOCATED AT THE TOP RESISTANT 6�
AND BOTTOM OF GLAZED SECTION
pTTpCHED W/(2)1/4•X 3/4'HEX ��..�+
HEAD SCREWS AT END AND CENTER t^, I I
STILES 3
0 dg¢ 165 CARRIAGE CDURT VINSTDN-SALEM,NL 27103
a MODEL#650 OAK SUMMIT SERIES 1000 & 2000
INTERMEDIATE SECTION MODEL#SOD STRATFORD SERIES 1000 &2000
MODEL#950 HERITAGE SERIES 1000'&2000
OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT
SITE DAA6N BY BHG GATE 11/I3/09 DRAR4IG NVIIRR
• AVAUME TRACT(CONRGURADWS B WOG BY OR I DATE 11/13/09 IRC-6016-130-15-I
RTs SDET 2 OF 3
TABLE 1 TABLE 4 TABLE 5
DOOR STR LIT SPACING BASED ON RECOMMENDED SECTION CONFIGURATION TOP GasuesNo Le4ft me
Secgon Mart Design
I Seddon Loads Allwred
HEIGHT A B C D E F G H I J K L M N T panel Type 2.1 rd Carthage Width Panel type PosIft Neglthe
WIS) let oat Sn) 4th on)6th (0) (PSF) (PSF)
6'6" 51/2"18 1/4"25 1/2"36 1/4"43112"541/4" 671/2" (B) 0^) 0n) 0") 0"> 0") 10.10 Short 343 39.0
TO" 51/2" 181l4 25 1/2"331/4"461/2"601l4" 731/2" +Plo Short 48.41 71.59
10,10 30.00 60.00 90.00 10'10 n 40.9 46.5
76° 51/2°151l4"221/2"331/4"401/2 511/4" 581/2°691/4" 81° 10.0 oak Swnmll 30.63 60.00 89.38 10.0 Oak Summit 40.9 48.5
8'0" 51/2" 18 1/4"25 112"361/4"431/2"541/4" 61 1/2"72 I11V 85112, tz 0 short 48.6I 7z00 95.19 12'10 Shan 34.1 38.8
8'6" 51/2"18 1/4"25 112"391/4"461/2"601/4"67112"781/4" 91 1/z' lzlo Lmg 49.63 7200 94.38 ,z'o Long 34.I Sae
7210 Oak Summk 18.31 7200 9afi9 12'10 Oak Summll 34.1 38.8
s 0" 51/2" 151/4°22.1/2"331/4"401/2" 511/4" 581/2"691/4"761/2" 871/4" -99" 12,2 Short 40.64 73.00 M36 IZ12 stun 33.6 38.2
9'6" 51/2" 181l4"25112"361/4"431/2"541/4"611/2"721/4"791/2" 901/4" 1031/2" 1212 L 60.08 73.00 05.92 1212 Long33.6 8B.2
10'0° 51/2"181/4"251/2"391/4"461l2"601/4"671/2"781/4"851/2" 961/4" 1091/2" tz2 Oak Smnmlt 49.08 73.00 98.94 1Y12 Oak Summit 33.6 38.2
IZ14 Shan 50.54 74.00 97.38 12'4 Short 33.2 ITT t
10'6" 51/2"18 1/4"25 1/2"39 IMP 46112"60114'67112"81 IMP 88112" 102 1/4" 1151/2" IZ7 L 51.08 74.00 90.02 12'4 33.2 37.7
11'0" 5112"18 1/4!'25 1/2"361/4"431l2"541/4"611/2"72114"791/2" 90 V4" 97112" 1081/4" 121112" tz,a Oek'SumMt 40.01 74.00 98.1E 1214 oak Summit 33.2 37.7
11'6° 51/2"181/4"25 1/2"391/4"4612°601l4"67 1/2"781/4"B51/2" 98 1/4" 103 12° 1141l4" 127 1/2" +z;e snort 60.e7 Is.aO 99.33 1z"6 sort 3z7 37.2
1z5 Lon 61.17 75.00 98.83 12ne otg 32.7 37.2
12'0" 5112"181l4"251/2"391/4"46 1!2"601/4"6T 112"81 1/4"881/2" 102 IX' 109 1/2" 120 IMP 133 112" Wit$ Oak Summit 50.56 75.00 89.44 1.6 Oak Summl 32.7 37.2
12'6" 51/2"181/4"251/2"361l4"431/2"541/4" 611/2"721/4"791/2" 901/4" 97112" 1081/4" 115112"1261/4"1391/2" 1218 Shan 61.67 7800 100.33 tze Short 3z3 36.7
13'0" 51/2"18114"251/2"391l4"46112"601/4"671/2"78 IMP 851/2" 96114" 1031/2"114114'12110 1321/4"145112" tree oe Summits.3t 7e.0D tOD.� 1z a Log 3z3 36.7
12'B Oak Summll 323 36.7
13'6" 5 1/2"18114"25 112"39 1/4"4612"601/4"67 1/2"81 114"88 1/2" 102 1!4"10912" 1201/4" 1271/2" 138 1/4"151 1/2" 1ZI10 Short 6225 77.00 101.75 1Z IO s 31.9 36.z
12110 63.10 77.00 t00.90
14'0" 51/2"18114"251/2"39 1/4"461l2"601/4"67 1!2"81 1/4"881/2"102 1/4" 10912" 1231/4"1301/2" 1441/4"157 1/2". tz,Io Lo 31.9 36.2
tY 10 Oak Stanmll 62.06 77.00 101.94 12'10 Oak Summit 31.8 38.2
•ADDITIONAL STRUTS MAY BE ADDED TO DOOR WHEN GLAZED FOR COUNTERBALANCE PURPOSES 13'0 Short 53.00 78.DO 103.00 13'0 Short 31.5 35.8
13' long 61.10 78,00 101.9n
13'10 0a Smnmi(62.81 78.00 103.1E 13'10 31.5 35.8
13112 Short 54.00 70.00 104W 13'0 Oak Summit 31.5 35.8
1312 Lon 55.10 79.00 10290 13'2 Shun 31.1 35.3
13'12 Oak S=raA 53.58 7930 104.44 13112 Lang 31.1 35.3
IT 4 Short 54.40 80.00 105.60 =Oak S9mmR 31.1 35.3
IT4 L 54.90 BD.00 105,+0 13'4 Short 30.7 34.9
ITT.oak 5umm1t 54.31 50.00,C5.69 13'4 Lang 30.7 34.9
1358 1 Short 55.40 81.00 108.60 1314 oak Summit 30.7 34.9
1318 1 Long 155.90181.00+0BAD 1 1 1316 1 Shod 1 30,3 34.4
1Y10 look summa55.D8 81.00 ice.94 13!6 Long 30.3 34.4
13'I8 I Short ISOAD Bz0010z60 1TI6 Oak 5-miti 30,3 1 34.4
13•18 1 Loan 166.63 82.00 107.3E 13'8 Slron 1 29.8 1 34.0
13'8 Oek Summ1165.81 82.00 7C8.19 1318 Long 21.9 34.0
13.110 Short 57.16 83.00 108.71 1378 Oak SummH 29.9 34.0
13'10 Long 67.17 S3.00 100.03 13'10 Short 29.6 33.6
TABLE 2 TABLE 3 73.10 Oak SumMl 66.68 03.00,OB.44 ,3'10 Long 29.8 33.6
14'0 Short 57.78 84.00 110.11 13110 Oak Summit 29.6 .33.6
ta'0 Long 0.63 84.00 109.38 14"0 Shod 29.2 33.2.
DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT SPLICE 14.10 Oak Summ,l 0.31 84.00110.09 74M Lo 29.2 33.2
14•42 Short a78-S 8a00 1 1.41
HEIGHT A B C D E F G H S 102 oak Sort 28.9 33.2
HEIGHT MITI Y2 //3 Y/4 t1 /IS #7 14•12 Long 69.17 65.00 111.94 ta'12 Short 28.9 328
6'6" 10" 21" 39" 57° 70" 1414 oax Sam 1 59.18 86.00 111.71 121' OLS�P904 Q REN90N6 DATE 6Y
14'0" 21" 21" 21" 21" 21" 21" 21° 21" 74'14 Shod. 69.10 8fi00 t1277 14'2 on9 289 32.6
13'6" 21" 21" 21" 21" 21" 18" 18" 21" 7' 10" 21" 42" 63" 76" 1414 W.17 sa0o 111.83 1ah2 Oak Summit 28.9 3z6 A UMA1E6 M FBC 20I0 11 /II 16R
13'0" 21" 21" 21" 18" 18" 18" 18" 21" 7'6" 10" 16" 36" 54" 72" 82" 14.14 Oak Summll 58.81 68.00 113.19 14.4 Short 28.5 32.4 B ADDED QASI0 HOE 01 04/13 RR
12'6" 21" 21" 18" '18" 18" 18" 18" 21" 8' 10" 21" 39" 57" 75" 88° 1416 Short 69.86 87.00 114.O1 -14 Lon 28.5 3z
8'6" 10" 21" 42" 83" 81" 94 145s Lon 61.17 87.00 11283 1a14 oak S,anmit 28.5 32.4 MAX SIZE OppppODAD00D➢ep�P _n
12'0" 21" 21" 21" 21" 21" 18" 21" �i 14'ie Oak Summi169.66 87.00 114.44 14'i6 shOR 2&2 32.t 14 HEIGWIDTHT
Oq `, SHF(
11'6" 21" 21" 21" W 18" 18" 21" I 9' 10" 18" 36" 54' 72' 90" 100" ,a';8 soon eo.58 6a.00+,5.31 ta'ie L°,g ze.2 3z.t o�pH �XTT gggq���-C?,•G N••n✓�r4JJP z
9'8" 10° 21" 39" 57" 75" 93" 106" °unm, 1a•s OakSWnmil 28.2 3z1 f6vaa:eTTD q 4� �,� •,��°vv3o
11'0" 21" 18" 18° 18" 18" 18" 21" ) moo' N A
14'i8 S 279 31.7 nDtili LnmAnoN3 Y1€ a n,
10' 10" 21" 42" 63" 81" 99" 112" 14110 Short 0126 89.00110.61 L. dm yr. h0 1Y Ty/ "•��`a�
10'6" 21" 21" 21" 21" 21" 21" _� 14110 Lon 5.60^67.30 89.0o A170.7n I3z.eo umm DESIGN LOADS wQ `
10'0" 21" 21" 21" 18" 1&' 21" 10'6" 10"ff42" W
63" 84" 105" 118" 4•I70 Oak Summll 81.0689,00118.94 1a'It0 soon 27.6 31.3 +25.6 PSF d6am °i'f 'a;
9'6° 21° 18" 18" 18" 18" 21" ,_ 11' 10" 57" 75" 93" 111" 124" ts;o short e1.94^7s.97 9D.0D^1D297 nze4 latm Lo 27.6 31.a -29.1 PSF 1• �'
LOADS
If 6" 10" 63" 81" 99" 117" 130" long 4afi0^8630 90.00"171.70133.40 1510 O Short and 27.3 310 +384 PSF Eo c `�'TA l: or
9'0" 18" 18" 18" 18" 18" 18" 11110 Oak Summll 33.63 81.81 a0.0D^1+8.1e t4e.368'6" 21" 21" 21" 18" 21" I 12' 10" 63" 84" 105°123" 136" 151z snort sz6e^7e.83 9t.0o^to6,1++s.zt A1510 Long 27.3 310 -43.7 PSF8'0" 21" 18" 18" 18" 21" 12'V 10" 57" 75" 93" 111"129" 142" 151z Long 47.60^69.30 91.00^7127D 134.40LARGE J E '/" q4 7512 Oak SamM1 34.13^82.56 91.00-119.44 147.88 T5y0 Oak Summit 21.7 24.7 J0i"1612 Short 27.0 30.6 MISSILEJC 1-'T6" 18" 18" 18" 18" 18" { j 1 13' 10" 63" 81" 99" 117"135" 148° 1s14 short 53.so Is.zo,o4.eo 73D.4D 16.12 Lo 27.0 30.6 IMPACT , 9TO" 21° 21" 21" 21" - -13'6" 10" 63" 84" 105"123"141" 154" 1914 4725^69.61 9100-114.38135.76 15'2 Oaksmnmll 21.6 24.s RESISTANT FL �Ba08geg990,4 15'14 Oak S-rrH 34.63^61.31 92.00^120.89 149.38 15'14 sho,1 26.7 30.3
6'6° 21° 16° 16° 21" J1Q' 1D" 63" 54° iG$°126"147" 16G" 16'IB Short da82^89.81 moo^718.18739.38 16'4 La 2a7 30.3 4y�/y`/�'[�/^/y',-'({+%/y.161S L 47.42^70.30 93.00 M15.70 138.58 a� _-
AIL 1Mlt(AT7ACmIFM 69ACP10+/-t.b•ALLOWED M01 519 OR 9f N0.2 OR 9ETlER ONLY 1b',8 Oak Summit 67.62^70.21 83.00 M16.79 738.66 15'14 Oak Summit 21.4 24.3 1
1558 Shan
47.62 ATO.81 84.00 M17.19 140.38 75'IB Short 20.4 30.0
15.18 Lmg 48.6n^71.30 9a.0o^I e, 139AD 75•I6 Long 26.4 30.0
1WS Oak Summit 48.02"71.01 94.00^,16.99 139.98 15y6 Oak Swrall 26A 30.0 I65 LARRIALB COURT W1NS,DN-SALEM,NC 27105
15,10 short 48.62 A71.81 95.00^1i8.19 t41.38 15",8 short zee 29.7 MODEL
#650 OAK SUMMIT SERIES 1000 & 2000
15�10 Long 49.17^7208 95.00 A117.B2140.83 te'ie Long 26.1 2e.7 MODEL yy800 5TRATFORD SERIES 1000 &2000
15110Oak Summi14a82"71.61 85.00^71a19141.38 15'1e W8.1 29.7 V
twin short 49.62^72.81 90.00-119.1914238 15'110a8 29A MODEL #950 HERITAGE SERIES 1000 & 2000
16.11 Long W-60^73.30 05.00^7,a70 141.40 ,5'I105.829.4
,850 OakS-1148.42"7221 96.00^719.78 143.6E 15'I10 25029.4 SINE WIN BY EM0 DAR 11/13/09 DRAM N 16'j02.6 6as, OI08BY CR DATE up3/696016-130-15-I
16%0 z5.6 29.1 ISM 3 OF 3