HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 101 IV( 1.1 Permit Number:
RECEIVED
Building Permit Application OCT 18 2017
Planning and Development Services
Building and Code Regulation Division PERMITTING
2300 Virginia Avenue, Fort Pierce.FL 34982 St.Lucie County, FL
Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: To Selectfrom dropbox, click arrow at the end of line�[J'antj
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0,06 ,0111a
_P"LAY,0
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Address: -77-Z-1 M +;e- L-JA'V
Legal Description: K454-Q, -PhNCS 4?45f_A'4
Property Tax ID#: 3 3 Z.L CoZ,0- 00 L4 I -000 Lot No.
Site Plan Name: 1��'Afj - Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
HVAC �Gas Tank Gas Piping _Shutters Windows/Doors
Electric 0 Plumbing Sprinklers Generator Roof Roof pitch
Total Sq. Ft of Construction: SQ. Ft.of First Floor:
Cost of Construction:$ zB Utilities:0 Sewer❑Septic Building Height:
441-
Name /SAt
'�,n tpr"S','LLC
Ad ".7 M. Company:
Address 2�Z-2
d 0,8'6x 7
cit�y: State: Address:
Zip -LR Rtct'G Fax: City:-0r166d6" State:FL
Phone No. 30,SZ_;- &VL? ' '0c13 Zip Code: 32878-1993 Fax:
E-Mail: Phone No. 407-393-9161
Fill in fee simple Title Holder on next page(if different E-Mail:-72 G_ L p 6&,.,4 Q 1(a
from the Owner listed above) State or County License: CGC1568417
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
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DESIGNER/ENGINEER: _Not Applicable 4 MORTGAGE COMPANY: Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: ,Z Not Applicable BONDING COMPANY: . Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: 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 thepermit 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,1 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 concur ncy review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and acces o uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commence ent ay result in your paying twice for
improvements to your roperty.A Notice of Commencement mus be recorded a posted on the jobsite
before%4,r t insp�� io . If you intend to obtain financing, cons twit lender ra attorney before
commeork dr rec rding your Notice of Commencement.
V V V� V V
S
Signatureo Owner/Lessee/Cont ctor s Agent for Owner Signat r of Contractor/License er
STATEI l FLORIDA STAT OF FLORIDA
COUNTY F (�1r dl COU OF ORANGE
The forgoing instrument was acknowledged before me The fo oing instrument was acknowledged before me
this/ day of 6G-r- 20 Eby this ay of OGS' 20 /-1 by
PETER A CAFARO III PETER A CAFARO III
(Name of person ackno edging) (Name of person acknowledging)
$ r of Notary Public-St to o Florida) (Si ot
atur a Pub Ic-State of lorida)
Personally Known x OR Produced Identification Personally Known x '0.11�. r d ed Identification
Type of Identification P if Type of Identification Produce
f ire a Aola�PulHic �3
Ka
Commission No. FF 98164 dflF�g91649 Commission No. FF 981647 4 '+ f
iFgg+�t�f � L D ®81 X91647
fe�
Revised 07/15/2014
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
INITIALS
rRECEIVED
OCT 18 2017
SPAR
{186) PERI1AI"NG
St. Lucie County, FL
17 t4 13•.
t$? 14
47 BAS
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1519)
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BCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts ; Publications FBC Staff BCIS Site Map Links ' Search Ni
da AECEIVED
Product Approval
a USER:Public User OCT 2017 .
dbprc.--i
, .•
Product Approval Menu>Product or Application Search>Application List>Application Detail
f PERMITTING
FL# FL2236� St. Lucie County, FL
Application Type New
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived imm
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
.(800)663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
'Subcategory Swinging Exterior DDo.r Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 05/16/2017
Date Validated 05/22/2017
Date Pending FBC Approval
Date Approved 05/29/2017
Summary of Products
FL# Model,Number or Name Description
22363.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RO C CAC NI013717.17.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure:+60/-65 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 RO II FLO187.pdf'
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports
protective system required in HVHZ, but not in the Wind F�2"2363 RO AE 514010.pdf
Borne Debris Region.See DWG-MA-WL0187 for details. FL22-3b3__RO AE 514Q1:4df
Created by Independent Third Party:Yes
22363.2 Fiberglass Side-Hinged Door Unit 6'-8"Opaque O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22353 RO C CAC_NLQ.L,317.17. df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure:+60/-60 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 RO II FL0187.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system required in HVHZ,but not in the Wind FL22363 RO AE 514010.3df
Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 RO AE 514014,odf
Created by Independent Third Party:Yes
22363.3 Fiberglass Side Hinged Door Unit 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RO C CAC NI013717.17.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 RO II FLO187.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created.by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports
protective system required in HVHZ,but not in the Wind FL22363 RO AE 514010.odf
Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 RO AE 514014.pdf
Created by Independent Third Party:Yes
22363.4 Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RO C CAC NI013717.03.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/31/2021
Design Pressure:+40/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 RO II FLOI89.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports
protective system required in HVHZ and the Wind Borne FL22363 RO AE 514008.odf
Debris Region.See DWG-MA-WL0189 for details. FL22363 RO AE 514012.,odf
Created by Independent Third Party:Yes
22363.5 Fiberglass Side-Hinged Door Unit 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL2.2363 RO C CAC NI013717.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/31/2021
Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 RO II FLO193.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6-8"max nominal size. Hurricane Evaluation Reports
protective system required in HVHZ and the Wind Borne FL22363 RO AE 514008.pdf
Debris Region.See DWG-MA-WL0193 for details. FL7?,;ft,:i RO AE 514012,,pdf
Created by Independent Third Party:Yes
22363.6 Fiberglass Side-Hinged Door Unit 6-8"Impact Glazed I/S or O/S Single or Double Door w/or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No EL2?3b3.._RQ C CAC VI0t3717.OS.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 RO II FLO195.Ddf
Building Code,excluding the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6-8"max nominal size.Hurricane Evaluation Reports
protective system not required in the Wind Borne Debris FL22363 RO AE 514008.pdf
Region.See DWG-MA-WL0195 for details. FL22363 RO AE 514012.0f
Created by Independent Third Party:Yes
22363.7 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 ROC CAC N101.371.7.16.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +60/-65 Installation Instructions
Other:Evaluated for use in locations adhering to the FloridaF1:21 X63„RO 11 FL_Qj.!ja4p f
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system required in HVHZ,but not in the Wind FL22363 RO AE 514009.0f
Borne Debris Region.See DWG-MA-WL0188 for details. FL22363 RO AE 514011odf
Created by Independent Third Party:Yes
22363.8 Fiberglass Side-Hinged Door Unit 8'-0"Opaque O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RO C CAC NI013717.18.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date'
Impact Resistant:Yes 05/31/2021
Design Pressure:+60/-60 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 RO II FLO188.Ddf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system required in HVHZ, but not in the Wind FL22363 RO AE 5140011, f
Borne Debris Region.See DWG-MA-WL0188 for details. FL22363 RO AE 514013.Ddf
Created by Independent Third Party: Yes
22363.9 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S or O/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RO C CAC NI013717.18.0f
Approved for u s� HZ:Yes Quality Assurance Contract Expiration Date
Impact Resi ant:Yes~ 05/31/2021
Design Pres re:+50/-50 Installation Instructions
Other:Evaluate in locations adhering to the Florida FL22363 RO I1 FL01.88.Ddf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports
protective system required in HVHZ, but not in the Wind FL22263.,R4 AE_51400;T,pcif
Borne Debris Region.See DWG-MA-WL0188 for details. FL22363 RO AE 514011.Ddf
Created by Independent Third Party:Yes
22363.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed I/S or O/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 RO C CAC NIO13717.08.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/31/2021
Design Pressure: +40/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL223C 3�0 II_Fi_Q7.90,,pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports
protective system required in HVHZ and the Wind Borne FL22363 RO AE 514O07.pdf
Debris Region.See DWG-MA-WL0190 for details. FL22363 RO AE 514011.Ddf
Created by Independent Third Party:Yes
22363.11 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed I/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL.22363 P.0 C CAC N1013717.09.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Mil MASONITC. 0
fC30
FIBERGLASS DOOR UNIT 31
8'-0"DOUBLE DOOR WITH/WITHOUT SIDELITES149 Max OVElt FR WE WOTH o e=1
21" MAX 36.375" MAX,
D.L.O. PANEL WIDTH 37.5" MAX.
GENERAL N07E5 W/ASTRAGAL FRAME WIDTH
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND W1iERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ® ® ® ® C U-)
T
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, toU
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. `-
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED >� a
ON PANELS WITH NON-IMPACT GLASS. ¢p
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME a g
SELF IGNITION TEMP I ASTM D1929 752 'F > 650'F 842 'F > 650 'F c
RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN 161w
SMOKE DENSITY ASTM D2643 53.48 70.2. 0
TENSILE STRENGTH• ASTM D638 3.2X DIFF 1.87 DIFF 2 o F
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE.USED):
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1924 779 a'F> 650
RATE OF BURNING ASTM D635 0.0 IN MIN
SMOKE DENSITY ASTM D2843 39.0% r
ID
1TTv54E STRENGTH, ASTM D636 1 3.6% DIFF DOUBLE DOOR UNITUNITw/SIDE JT S
FGd�dan IDN.AA9
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 Cl id:Pfl6JG f10.
Cd8y.
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DOOR UNIT SINGLE DOOR I&I SINGLE DOR UNIT SINGLE DOOR UNIT W/StDE(,M DOUBLE DOOR UNIT WISIDELITFg O .
WITH SIDEI..ITE WITH SIDELITE Z
WHERE WATER INFILTRATION PERFORMANCE IS tutE: 4/26/17
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0/5 �; N.F.S.
SHEET # - DESCRIPTION +60. - 0 - N A +25.0 -25.0 +40.0 -40.0 +B0.0 -60.0 �/r�/ /1 D*G.W, $WS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.0 -50.0 +50.0 -50. N A +25.0 -25.0 +40.0 -40.0 +50.0 - 0.0 Dwc �;
.0 N A +25.0 +40.0 -40.0
2 ANCHORING LOCATIONS & DETAILS OXO 112.5 1 0.0 -50.0 +50.0 -50.0 N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 KURT BALTHAZOR orµwntC No,:
3 ANCHORING LOCATIONS & DETAILS OXXO 149 +50.0 -5D.0 +50.0 -50.0 N A 1.25.0 -25.0 +40.0 -40.0 +50.0 -50.0 FLORIDA P.E. OWG-MA-FLO188-17
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I I I r lirW, III 1 I I _, _,� o
! 3' 3 6' 6' a
6' SEE DETAIL --� 6" #8 x 2"
E ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
110 x 5/8" STRUCTURE DEEP ENOUGH
18 x 2" - FOR A 1.375" THROW
#10 x 5/8" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL z
#8 x 2" #10 x 1" ATTACH ASTRAGAL RETAINER BOLT r°-n
#10 x 2-1/2" #10 x 1" STRIKEAPLATE TO S SHOWN. FRAME
0
#10 x 5/8" 0.124 WAT smGm 0em0AnK R mT alta NFAT smu4nsae occmim Nsm
DETAIL "C.. onee'sAnm tMw,o-lml.n} (oppok L) a0eo sqm("is-+ml.eq (WnaMAI)
0.124 NUT smocvz D A124 1W. 0.124 W_q smmOeNesn .0124 mla.
w
DETAIL "D" 1/r DnE ln•ern
0
0.962` x
ooTr cai � .` 00Tr acs W.ccs ;>` `Y Der acs
1.375"
T T
Ammo o
INSWING THRESHOLD BUMPER OTS THRESHOLD ]fPICAL GLARING DEratm wwv ALTERNATE GLAZMG DETAIL
z
IMPACT RATED GLASS .�Is x i_1�2.0Ns fMPACT RATED f,LASS Ta R r nes GATE; 4/26/17
scuE N.T.S.
! NOT YT1,T f q 1/Y sin :p!vy in•Nie GWG.BY: swj'
1.482" 1.75' 1.047 c''`ram '°lam,.
w�. 'Tt'�•i CNK.BY.
T 1'XG8108 1IOf�P6 I7G18®1 !!� DRAMWNG N0.:
nTIQL. GLAZING DEMI, ALTERNATE GLAZING DETAIL DWG-MA-FL0188-17
7-SERIES OZS THRESHOLD HIGH DAM OZ-$ THRESHOLD NON—IMPACT CLASS NON—MACT GLASS
sNEEr 2 oF�
p 00
SEE DETAIL ()
fl "E" SHT. 2 6" 6" -j �o
3"
6-
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3" 3" rk PE
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6" 6" 1 6• 6"�� _ a a
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^
SEE DETAIL 3" 3
"F" SHT. 2
ATTACHMENT DETAIL 1.25" MAX — - - V)1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, DM z
0
SIGNED AND SEALED BY LUIS R. LOMAS, PE ,SHIM H DWARF SCHEDULE N
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL-� �- ir
ir
FASTENER RATING FROM THE DIFFERENT FASTENERS : 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
;.f SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BEING CONSIDERED FOR USE, JAMB, HEAD, AND a- AT 10-1/2" CENTERLINE.
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY w
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLATIO 2• 4" X 4" FULL MORTISE BUTT HINGES. o
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
s. 3" FROM" CORRUGATED #" FROM
wooD SCREW
WOOD SCREW EDGE DISTANCE MIN 3/4".
3" FROM EACH END 6 FROM EACH END (3) ND SCREWS (4) HD SCR /2"
F 11t0"� AND Y OC AND 12" OC WO D SCREWS D SCREWS z
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM -M;25" acR�YyLIc EACH END EACH END
ANSI/A.F&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM LATEX anT[ 4j26 17
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE I CAULK
MINIMUM EMBEDMENT OF 1-1/4". CL- i` fi-- ACARYL�IIC o SCALE-. N.T.S.
CAULK CL Dwc,BY. SWS
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® ® ®® CHK.BY:
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION WOOD COMBINATION WOOD INTEGRAL WOOD INTEGRAL WW DDWO-MAF-MA -17
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS, ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (CHS) MULLION (CHS) G-M
SHEET-L OF 3