REV-16-2735 Miami Shores Village RECEIVED
rk�io�
OCT 11 "Ili
Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 15+11 .
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 IA
BUILDING Master Permit No. � - I 9�7-2-00f
PERMIT APPLICATION Sub Permit No. V J(o - ? �
Zz:� S J
❑BUILDING ❑ ELECTRIC ❑ ROOFING g] REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: IOL o T tzjF—,4T" SSW
City: Miami Shores County: Miami Dade Zir): I
Folio/Parcel#: 3 2 06 ® Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder)- Phone#:
Address: 60
City: "� �V/1��' �j �t� State: Zip:
Tenant/Lessee Name: Phone#:
Email: I r
CONTRACTOR:Company -Name: Uj) `Cz 1`i Phone#:
Address: 1c9 Il) � .e �(� (q vim.
City: state: L Zip:_ �
Qualifier Name: 2- 2— I '✓ane#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Z[- OG Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New A Repair/Replace ❑ Demolition
Description of Work: -�
to iAlmc - onKW da,62�,
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ ( O0 CCF$ CO/CC$ �-
Scanning Fee$ / 71 Radon Fee$ 2— DBPR$ Notary$ _
Technology Fee$ l• Training/Education Fee$ Double Fee$
Structural Reviews$ / Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection whi occurs seven (7) days after the building permit is issued. In the absence o ch posted notice, the
inspection will notAe appy v d and a reinspection fee will be charged.
6,-Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 40 G7-6 h Qe, 2016 by day of 0 120 6, J by
who is personally known to i i Ctit.2, who is personally known to
me or who has produced— me or who has produced as
` YPy4
DENA CRUZ
L701111111` • - -W. ,�:.._-.-,...
identification and who4..d* a*tary Public-sr: o`;inrlda identification and who did take an b it,•• DEN Ch U1
•E Commission#Ft ,:°4 e`P% Note °nbtic-State c;Florida
NOTARY PUBLIC: ;`• t p NOTARY PUBLIC:
t9 My Comm.Lxpi; s,.er 7,2,p'9 FF 204543
%�°�iliY•••, 80rldEd through to-,In,. ;•V Assn • rC
' '. �� M f t,ur,,; _,;p,res Apr 7,2019
"6 " •''�° 1�1111 Bonded r.;ough National Notary Assn.
Sign: Sign:
Print: �� C�✓�
Print:
Seal: Seal:
**1�*Ie1��»lerl►w»***+►*****Ix*Ix**Ix*rl�s sww>r**�**`>«**:**r******a*Irslrr*t****�1�*r***>kr**Ix**rrr**srs***�r*1�>klx****ss****
/_
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
I
W1 CON F C, 'IS 2209
GENERAL CONTRACTOR
CONSTRUCTION MANAGEMENT
LICENSED & INSURED
CGC# 1512642
WILLIAM CRUZ DESION-SUILD
gs3r.
c NE STH AVE RD- CELL 786"399 8855
Date: 161'?711� MIAMI SHORES FL, 33138 OFFICE 305-496-9VSZ
WCRUZZ3@HC3TMAIL-COM
State of
County of Dade
Before me this day personally appeared who, being duly sworn, deposes and says.-
t
That he or she will be the only person W01 King on the project at
Sworn to ( or affirmed) and subscribed before me this P-7 day of 0 « ,201 by
C_Czk_T-L_
Personally Know
Or produced Identification ><
I ype of Identification produc4,-d__
0 ........
Print, type or stamp of Notary
♦5ORES Gr
s� Miami shores Village
poll
Building Department
10050 N.E.2nd Avenue
�LURIDp' Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner,must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC,a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State,Division of Corporations;and
3. The corporation is registered and listed as active with the Florida Department of
State,Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors.
BY SIGNING BELOWLU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS. ?
J
Signature:
Owner
State of Florida
County of Miami-Dade
The foregoing was acknowledge before me this day of 920 ((t-e
By dt Cel ( who is personally known to me or has produced
r-
� ly as i entification.
Notary: ' '' .oaore *'�`
SEAL: � �
:�=
MIAMMADE
COUNTY
o PR U = O L SECTION
1 w 26 eet,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) dg3175 2474
BOARD AND CODE ADMINISTRATION DIVISION ( ^t 5 (,,.v 315-2599
NOTICE OF ACCEPTANCE OA a o
Wayne Dalton a Div.of Overhead DoorCorporatiou
3395 Addison Drive
Pensacola,FL 32514
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated Flow.The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the A]HU(n areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Models 8024/8124 Code 1300 Steel Sectional Garage Door up to 9'4"Wide with
Optional Impact Resistant Glazing
APPROVAL DOCUMENT:Drawing No.329928,titled"Models 8024/8124 Windload Specification
Option Code 1300"9 sheets 1 through 4 of 4,dated 05/04/2007,prepared by the manufacturer,signed and
sealed by Mark A.Sawicki,P.E.,bearing the Miami-Dade County Product Control revision stamp with the
NOA number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large&Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,
modellseries number,the positive and negative design pressure rating,indicate impact rated if applicable,
installation instruction drawing reference number,approval number(NOA),the applicable test standards,
and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's
side track,bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of arty product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,
then it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspeotion Afihe job sittaCtltb Wgbest of the Building Official.
This NOA revises NOA#12-0215.05 and cogsistsof fea1*e l.a'nd'evidence page E-1,as well as approval
document mentioned above. •• ••i •t • • • see
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
.• ••• ••• t•• • •••
• • • • • • • •
tJ2'J]2,4
• . . • •• • NOA No:14-0825.11
•• •• lExpiration Date:September 27,2017
l�• ••• • Approval Date:February 19,2015
• Page 7
. . . . . . . . . .
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Wayne Dalton a Div.of Overhead Door Corporation
NOTICE OF ACCEPTANCE: -EVIDENCE SUBARTTED
A. DRAWINGS "Submitted under NOA#11-0411.04"
1. Drawing No.329928,titled"Models 8024/8124 Windload Specification Option Code
1300",sheets 1 through 3 of 3,dated 05/04/2007,prepared by the manufacturer,
signed and sealed by Mark A. Sawicki,P.E.
B. TESTS "Submitted under NOA#12-0215.05"
1. Test report on Forced Entry Resistance Test,per FBC TAS 202-94 of a Series/Model
8024/8124 Garage Door,prepared by Architectural Testing,Inc,dated 12/13/2012,
signed and sealed by Vinu J.Abraham,P.E.
"Submitted under NOA#08-0304.0211
2. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test,per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading Test,per FBC,TAS 203-94,
along with marked-up drawings,prepared by Certified Testing Laboratories,Inc.,Test
Report#CTLA 1734W-2,dated 11/09/2007,signed and sealed by Ramesh Patel,P.E.
"SubmiUed under NOA #07-0803.10"
3. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test,per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading Test,per FBC,TAS 203-94,
along with marked-up drawings,prepared by Certi teo.Testing Laboratories,Inc.,Test
Report#CTLA 1672W-3,dated 05/21/2007,signed and sealed by Ramesh Patel,P.E.
4. Test report on Tensile Test per ASTM E8,dated 05/22/2007,prepared by Certified
Testing Laboratories,Inc.,Test Report#CTLAW,signed and sealed by Ramesh
Patel,P.E.
C. CALCULATIONS "Submitted tinder NOA#11-0411.04"
1. Jambs anchoring calculations prepared by John E.Scates,Professional Engineer,dated
12/08/2010,signed and sealed by John E.Scates,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
.. 0% . . . . . ••
0/0 2.. . . . . ... /11�Ip
000 t5
Carlos WUtrera,P.E.
• •" "' Product Control Examiner
.
• NOA No 140825.11
. . . . . . . . .
••• Xxpiratlon Date:September 27,2017
Approyal Date:February 19,2015
... ...
*00 0
• •• •• • • • •• ••
I
Wayne Dalton a Div.of Overhead Poor Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBM TIED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.12-0605.05,issued to Bayer MaterialScience LLC (MA),
for their Makrolon Polycarbonate Sheets,approved on 12/06/2012 and expiring on
08/27/2017.
F. STATEMENTS
1. Statement letter of code conformance to the 5"edition(2014)FBC issued by
Wayne Dalton a Div.of Overhead Door Corporation,dated 08/15/2014,signed and
sealed by Mark A.Sawicki,P.E.
"Submitted tinder NOA#11-0411.04"
2. Statement letter of code conformance to 2010 FBC and.no financial interest,issued by
John.E. Scates,Professional Engineer,dated 10/28/2011,signed and sealed by John E.
Scates,P.E.
.. ... . . . . . ..
f
• • •• • • • • • j$
•• ••• •• • ♦ •
to vim
Carlos M.Utrera,P.E.
• 0:0 •.♦ 0:0 0:0 Product Control Examiner
•
. . . . .• • • NOA No 14-0825.11
.. . . .
•• too oVxpiration Date:September 27,2017
Approval Date:February 19,2015
...
E-2
... .
• • ••
o• • •••
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N�MP
1ACT RESISTANT GLAZING SYSTEM MAY BE[P9U
INSTALLED IN TOP OR INTERMEDIATE SECTION 13 GA HORIZ ANGLE
(WITH OR WITHOUT DECORATIVE INSERTS).
GLAZING SHALL BE 1/4- MAKROLON—AR
POLYCARBAPPROVED). ATE OR EQUAL I 13 CA F
MAXIMUM GLAZING DIMENSIONS SHALL FLAG ANGLE
JAMB BRACKET SCHEDULE
BE 18.56" x 12.26". SEE DETAIL A ON SHEET 3 No. OF JAMB LOCATIONOF CENTERLINEO
FOR ASSEMBLY DETAILS. 16 CA MIN HORIZ DOOR NO. OF BRACKETS BRACKETS MEASURED FROM BOTTOM
TRACK HEIGHT SECTIONS(EACH JAMB) OF TRACK (ALL DIMENSIONS t 2")
2. VINYL OR WOOD DOOR STOP NAILED A 2" (JB—US), 10- (JB—US), 21-3/4-
MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND 5/16x1-5/8" W-6- 4 7 (JB—US), 29-3/4" (JB—US), 39- (JB—US),
BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET LAC SCREW (MIN 4 48" (JB—US), 57-1/4- (JB—US)
NEGATIVE PRESSURES. AS SHOWN) 2 (JB—US). 10 (JB—US). 21-3/4
7'-0" 4 7 (JB—US), 29-3/4- (JB—US, 42" (JB—US).
R KEY LOCK, SLIDE LOCK, OR OPERATOR 15 GA MIN VERT 52-1/2" (JB—US), 63-1/4� (JB—US)
REQUIRED. TRACK 2" (JB—US}, 10- (JB—US), 18-3/4- (JB—US),
4. SECTION STEEL TO HAVE A MINIMUM 24 CA 7'-6- 5 B 26-3/4" (JB—US), 36" (JB—US), 45" (JB—US),
THICKNESS WITH A MINIMUM G90 COATING AND A 1 54-1/4" (JB—US), 74-1/2" (JB—US)
MINIMUM YIELD STRENGTH OF 33.8 KSI. 2- (JB—US), 10- (JB—US), 21-3/4" (JB—US),
5. THE DESIGN OF THE SUPPORTING STRUCTURAL
8'-0- 5 8 29-3/4- (JB—US), 39- (JB—US), 48" (JB—US),
ELEMENTS SHAH BE THE RESPONSIBILITY OF THE 1/4-204/18- TRACK----" 57—i 2" JB—US, 75-1/2- (JB—US
PROFESSIONAL OF RECORD FOR THE BUILDING OR BOLT AND 1/4-20 HEX
STRUCTURE AND 111•ACCORDANCE WITH CURRENT NUT AT EACH JB—US
• BUILDING CO4,*F,0g•THE LOADS LISTED ON THIS JAMB BRACKET LOCATION I NOTE:
• fNRNNANG. • • • (JB—US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED
• • • TO TRACK WITH 1/4-20x9/16- TRACK BOLT AND NUT AS SHOWN ABOVE.
•• �;OD SU AgE•FOR DOOR JAMB IS TO BE LPI 5/16x1-5/8" LAG
• M N UM 2z6 90. 3 SOUTHEf�1i PJNE RI�EELATIVELY SCREW AT EACH ALL DOORS WITH DECORATIVE OVERLAY REQUIRE USE OF CONTINUOUS WALL
• NOT FREE. REFER TO SHEET•3 QI&ZTTACHMENT JAMB BRACKET ANGLE. SEE SHEET 4 FOR DETAILS,
•• T UPPORTING STRUCTURE. FOR DI CT
OUTING Oj J411 BRACKET •1V "ER
• tiTRATES, E B DET j2 12. FOR
•• AMOUNTING OF CONTINOUS WALL ANW SEE
NOUS J'4I.t."LE DE TAIt"RET 3.
• P.•F;R LOW HEAD ROOM LIFT WIT10NS, TOP 15 GA STIFFENED '
BRACKET SHALL BE A 13 GA-tH PAP TOP JAMB BRACKETS
•• NFWKET WIT16"WNIMUM Oj f t.;/,4-14x7/8" SEE SCHEDULE FOR
• SELF DRILLIM RIMPTITE SCREWS IN LIEU OF THE
• KET SH QUANIIY, LOCATION,
BRAC
�•tlld THIS ORAI1��NK1! U—BAR ON AND TYPE
-04 i074 SECTION SHALL•BE INS?,%L'ED (p TOP OF
LHR TOP BFWX*T&.• KEY LOCK OR SLIDE LOCK
• • ONE END (NOT REQUIRED
8 LOUVERS MAY BE INSTALLED ON THE DOOR IFA WITH OPERATOR — SEE
THE TOTAL AREA OF THE LOUVER DOES NOT NOTE 3). SLIDE LOCK
EXCEED 60 SQUARE INCHES SHOWN FOR CLARITY pxovuresevlas(I SUPERIMPOSED DESIGN PRESSURE
9• THIS DOOR HAS NOT BEEN TESTED FOR AIR o liacD6 . LOADS ON SUPPORTING STRUCTURE
INFILTRATION. sssuuups�o0 Aowq•x•No N
V., "CE .�Gi° NOS. (4) SECTION SOLID r' DOOR
WIDTH HEIGHT UNIFORM LOAD EACH JAMB {PLF)
�`�,•' °� ';�/°.. DOOR SHOWN. SEE SHEET 3
*•: HE/O
:*= FOR U—BAR LOCATIONS ON 8—O ALL +184.0 —208.0
S DOORS WITH OTHER SECTION I 9'-0- ALL +207.0/-234.0
TQUANTITIES AND SEE NOTE 1
ST� 14 THIS SHEET FOR GLAZING STArc RATpCO& sacs ac:aTs sae A
1O ,p .�o� OPTIONS. ° ocsev .4S -moa mo:N, o•-o ogre NAME
♦�'•., ' P,: resr +ss os- uAR Nn41h 4-o ARV T aRr
W A R °I A : F11:O• \�` NPACi RA TIM KS MAR SECIWN Ne,•,T,RI• CREC !4 7 MRS
u^Ai�'ix" �%-,ONAi— uss Aomswv oar MODEL 8024/8124 oRSHUTT PART r 4 ReK
`CMA RM'M14 MNDLOAD SPECIFICATION OPTION CODE i300
.�....— _ (m)474-Un329928 P4
Q GA ROLLER SLIDE ATTACHED TO ^—
BRACKET WITH 5/16-18 BOLT & NUT
IN CENTER SLOT AND i/4-20x9/16" 2 3/4"
TRACK BOLT & 1/4-20 HEX NUT / MIN EDGE 01ST
THROUGH ANY TWO ALIGNING HOLES o
0
13 GA COMMERCIAL 'A' FRAME
TOP BRACKET ATTACHED WITH i 20 GA CENTER STILE DOOR I
(4) 1/4-140/8" SELF
DRILLING CRIMPTITE SCREWS
o °
a
ADO (2) 1/4-147/8" v °
SELF DRILLING CRIMPTITE SCREWS �• �•
(INSIDE OF EACH END HINGE 16 GA END STILE \ m v
o. 3/8" SIMPSON TITENj
2" NYLON WINDLOAO ROLLER m 2-3/4" MIN EMBED WITH 4-1/2" STEM FMIN 2000 PSI OR EACH JAMBONCR
BRACKET LOCATION
JAMB BRACKET
• •• \ , ` 1/4-20x9/16"
• • • ®' TRACK BOLT AND
• •44 6A WIDE E 02WEND • •• YD' I' 1/4-20 HEX NU
• HINtE ATTACHED W 4H (4) ••• • A TRACK
•••iA4r-14x7/A":SAF•pRILLING m o.
• CRIMPTITE SCREWS • • m' CONCRETE MOUNTING DETAIL
•
•• ••• • •• ••
•• 0169GA NARROW BODY •••• ( 1
• INTERMEDIATE GHINGE o
•• •1AT•TACHED W1pTj• 4) •0:06•
• 1/4-14x7/$" SELF•DRILLING m
• CRIMPTITE SCREWS ••
m
• • •
14 GA BOTTTOM BRICKET
ATTACHED WITH (2)
1/4-147/8" SELF DRILLING
CRIMPTITE SCREWS AND (1) • �� �
1/4-14x5/8" SELF DRILLING
�amlpt wrUdoFiwWR
TAMPER RESISTANT SCREW ,�'t m gRIIAay
p A. Sq 14•�s $, A000paeo N• 1 .1 t
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P,��c,a N.9,Z. ' •. m
*.� 72,61 -% _ \ m by
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STAOC PRFEEtIRe RATCIfiE APPRGMk9 SWS SCNB:R..A Este: A
X90; STATE F �IJwQZ ® Draw p .{A -8t.00 aAt aro'. /'-o• oatt
(►Sr .88.00-1AOO MAt IIEVBNa 1{'-0' 0RA8a t i ORT
m, w4r.' a ao ,,/ •SS�O R 4 `,, 1 ORB
� "4'Aef RAtt MODEL 8024/8124a RawP.tI• cANET 2 of 4
2 R yhnNAn11�`�
E3O0 Aomsav OAM o.", --- R0 Rev.
PEr$ACMA.R•R•i`39514 WNDLOAD SPECIFICATION OPTION CODE 1300 329928 I P4
_�T (838)474-8810
RENS�DYS
MER SKE If WA MEDiMIE ME 1012 roNs
(8) SECTION DOORS WITH
(10) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
i
(7) SECTION DOORS WITH
s oo ;o 20 GA 80 KSI U-BARS
o• LOCATED AS SHOWN
o to :o
i
0 B tf
4 (6) SECTION DOORS WITH
(8) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
(5) SECTION DOORS WITH
(7) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
• ••
• •••• •••• (4) SECTION DOORS WITH
• • • • •.--••—•• (5) 3° 20 CA 80 KSI U-BARS
•••(�1G} 8x3/ 11•w e LOCATED AS SHOWN
• STAINLESS SCREWS WITH a�i OPTIONAL NON-STRUCTURAL
• STAINLESS BACKED /i••••• DECORATIVE OUTER WINDOW aan
•• Q"ER WASHERS .'' -`� � TRIM
00000 i / ••••e�---1 \ 1/4- POLYCARBONATE
fit* BEAD
• GN • 1 ••••
•• �L7AGLAZE I
2.9P
$$
4000AC•••••i i •• ee
• STRUCTURAL• e t •
• VO LANT OR
EQUIVALENT • I S7t
•• ••• ••••• �At" L 4.3e•-
•
• FACER STEEL • ; �is� STRUT PROFILE
OPTIONAL • • I 1/ /
NON–STRUCTURAL ——J /
DECORATIVE INNER ---
WINDOW TRIM /
�•. bi
fppfuurrrr ATTACH U-BARS WITH
peraL A 01 A go�j.,QGHAIS �C •� (2) 1/4-14x7/8" SELF
GRILLING CRIMP11TE SCREWS
F •;� .� AT ALL STILE LOCATIONS, TYP,
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,,rrrr`,,llffff�f - PENSACaEA ROROA 71516 WINDLOAO SPECIFICATION OPTION CODE 1300
(e3D)o9-Geo 329928 P4
T - REWSNINS
2 3/4"
MIN EDGE 01ST
~—� 5/16" LAG SCREW INTO 2 3/4" tt" LICE
EACH HOLE LOCATION
MIN 2 x 6 LUMBER AT EDGEPLATE
4. e r
p .4
t•,
a• I 1
FASTENERS PER 3/8- SIMPSON TI TEN
TABLE THIS SHEET HO, 2-3/4" MIN.
EMBED INTO MIN CONTINUOUS WALL ANGLE
2000 PSI CONCRETE 1 1/4-20x9/16" TRACK BOLT
MINIMUM 2x6 p3 FOR EACH HOLE AND 1/4-20 HEX NUT T_
SOUTHERN PINE LOCATION „•,�
LUMBER. ve YAS WWI TRACK CLIP
VAN
VAINIM W+ SEE CLIP
13 GA MIN TRACK f .� .DETAIL
THIS
CONTINUOUS ° SHEET
WALL ANGLE \
• •• '
• • • • _0000
_ I
• ••• • (3) 1/4--20 TRACK
• ° :•••• • MIN 11 GA ° w
•• c • • • • CLIP OR CARRIAGE BOLT wx
• • • • WITH 1/4"-20 NUT
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•• •• •• DTI--LCCLIP ppp l pgyt8ID
• •• •••• rYAMrGa BOLTING DETAIL ewdhU10FIOtld! v
•• 1• �A SED ON 3/8" SIMPSON PTENT�IAW DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO CONCRETE WITH A A � TRACK
M�P�MLIM EMBjQ1�jJ1j jEPTH rf-O '}" AND A MINIMUM EDGE DISTANCE OF 2-3/4", 7
• SED ON63/8 MPSON I919VAVY DUTY SCREW ANCHOR WITH A I. O.D. WASHER INTO GROUT FILLED CMU WITH By CLIPS TO BE EITHER
�• A t IMUM EMBF�MENT DEPTH OF 2-3/4 A MINIMUM EDGE DISTANCE OF 4-, AND A MINIMUM END DISTANCE OF 4-. • BOLTED OR WELDED. SEE
CON ETE MASONRY UNITS SR %tWORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. DETAILS THIS PAGE,
•: 1oASED ON f)04DIAMETER*w&"o6%G LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION
IIINTO SEAS0App,�ppRj�Y4YOOD S PPORTING STRUCTURE.
•: 4. PROVIDE QUAAi�tt OF S E�("jHORS OR LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN 1N RSW
?A6lE WITH A MINIMIOM OF ST
REE (3);SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS 0.28 0 MIN 11 GA CLIP
AT TOP AND•$OMI nOF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 2 / \
5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF +207.0/-234.0 LBS PER FOOT.
6. CHART INCLUDES A SAFETY FACTOR OF 4•
7. DOOR JAMB TO BE MINIMUM 2x6 NO, 3 SOUTHERN PINE LUMBER (MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. I (1) 1/4--20 TRACK
8. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE 13 GA MIN \ OR CARRIAGE BOLT
DESIGNED FOR THE LOADS LISTED IN NOTE 5 CONTINUOUS WITH 1/4"-20 NUT
9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. WALL ANGLE
aq'A I t$q I��I,, TYPICAL CLIP TRACK
3/8"151MPSON TITEN ANCHORS/SCREWSAX SPACING OF 3/8" SIMPSOPER TITEN JAMB (IN) ,et�QQ C�At••��C•�4 WELDING DETAIL
ee lS;• �,� SF•.•�y ii
HD SCREW ANCHOR TO HD SCREW ANCHOR TO 3/8- X 3- LONG 4 %�P 28 9 r:
MINIMUM 2000 PSI MINIMUM 2000 PSI LAG SCREWORJ k ^•'tib= CONTINOUS WALL ANGLE DETAILS
CONCRETE" GROUT FILLED CMU°"" s p� !t////� ;a�
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` �noRmA X14 WNDLOAO SPECIFICATION OPTION CODE 1300
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