HomeMy WebLinkAboutRevisions OFFICE USE ONLY::
DATE FILED: IT
PERMIT#
REVISION FEE: RECEIPT# a
W�
' PLANNING &DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
la m I 10
(772)462-1553 FAX(772)462-1
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: X00 7 8a;/2 C.c'+ Lin AL/ e.
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
w; s C h i e )/o 11leg 1 C,��-
61S 3 l rii✓/d.,&,,s ZZt'14 Gr/x
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3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
4. OWNERBUILDER INFORMATION:
NAME:
ADDRESS: l„J 0 u f
CITY: v L STATE: / /+ ZIP: 3 y Rc
PHONE: - d! FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
22 1
S%I I`C'sF.s'(�I 'T;
fJZ? 1 r' n1q ISICiN
DATE
PL.4I!'S AND PERT! T 13E I�PT�ON JOS
Op NO EETSI' TIO.'v YIILb�-Z lii ADE,
Y�
_ 1101 5 c�
�SJT. 7U�CI a�SD'J'��~/ T ? iYISIi3i'Z
MIAMI-DADE DATE 1' NRAMI DADE COUNTY
p PIANS AND PERMIT MST 13E KEPT ON IOC PRODUCT CONTROL SECTION
DEPARTNIENT OF REGULATOIA-AW ECO1vD�7I� 0iJR�(RER) l 1805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) nw-matiamidade.gov/economy
AWP Windows and Doors,LLC
8130 NW 74"'Avenue
Medley,FL 33166
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(AHI).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the rig lit
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:Series "580"Aluminum Single Hung Window-N.I.
APPROVAL DOCUMENT: Drawing No.W96-38,titled"Series 580 Alum Single Hung Window(N.I.)"
Sheets 1 tlu-ough 5 of 5,dated 10/10/96,with revision J dated 0 1 _ e 1 . ro C oration
signed and.sealed by Javad Ahmad,P.E.,bearing the Miami D F d Fr i t p z
with the Notice of Acceptance number and expiration date by t a t `
Section.
MISSILE IMPACT RATING:None.
LABELING: Each unit shall bear a permanent label with e , s
model/series, and following statement: "Miami-Dade County o tt; A
noted herein.
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 any product,for sales, advertising qr 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 inspection at the job site at the request of the Building Official.
This NOA revises NOAH 12-0906.06 and consists of this page t and evidence pages E-1 and E-2,.as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
�'-I 1?—.% NOA No. 14-0722.07
u itArat uQo`couNTV A ;J. Ezpiratioit Date: November 1d,2017
Approval Date: October 02,2014
lip Page 1
a
AWP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W96-38, titled "Series 580 Alum Single Hung Window(N.I.)" Sheets 1
through 5 of 5, dated 10/10/96, with revision J dated 09/22/14, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per ASTM 588,TAS 202-94
along with marked-up drawings and installation diagram of a series 580 aluminum
single hung window glazed with 1/2"tempered insulated glass,prepared by
Fenestration Testing Laboratory,Inc., Test Report No. FTL4568,dated 04/26/14,
signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC TAS202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test, per ASTM 588,TAS 202-94
along with marked-up drawings and installation diagram of a series 580 eyebrow top
aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,
Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda,
P.E. (Sttb;Witted snider NOA#09-0316.10)
3. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC,TAS 202-94
4)Forced Entry Test,per ASTM 588,TAS 202-94
along with marked-up drawings and installation diagram of a series 580 radius top
aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. TTL-4443, dated 01/26/05, signed and sealed by Edmundo
Largaespada,P.E. (Sttbtrtilled tt»der•NOA#09-0316.10)
4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per AAMA 1302.paragraph 5 3.1.1 to 3.1.5
along with marked-up drawings and installation diagram of a series 580 aluminum
single hung window,glazed w/3/16"temp. glass,prepared by Fenestration Testing
Laboratory,Inc.,Test Report No. FTL-3879,dated 08/28/03,signed and sealed by
Joseph Chan,P.E. (Submitted under NOA #02-0507 06)
s Manuel Pere;P.E.
Product Control 9xn�iner
NOA No. 1`"722.0'7
Expiration Date: November 1d,2017
Approval Date: October 02,2014
�-1
:Y
AWP Windows and Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
5. Test reports on: 1)Uniform Static Ai Pressure Test,Loading per FBC TAS 20.2-94
2)Water Resistance Test,per FBC,TAS 202-94
along with marked-up drawings and installation diagram of a Series 580 Aluminum
Single Hung Window, glazed with 1/8"ann. glass,prepared by Fenestration Testing
Laboratory,Inc.,Test Report No. FTL-3861, dated 08/07/03, signed and sealed by
Joseph Chan, P.E. (Subinifted under NOA #02-0507.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Stn
Edition (2014), dated 07/01/14 and revised on 09/19/14,prepared by Al-Farooq
Corporation,signed and sealed by Javad Ahmad,P.E.
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance,complying with the FBC 5"Edition (2014), and of
no financial interest,dated July 1,2014,signed and sealed by Javacl Ahmad, P.E.
2. Proposal No. 134640 issued by the Product Control Section, dated July 16, 2013 and
revised on August 01,2013,signed by Manuel Perez,P.E. _
3. Asset purchase agreement dated March 20, 2014,signed by Mr. Paul Schmitz, Chief
Executive Officer and President,Trulite Intermediate Holding,LLC and Mr. Tim
Moris, Jr.,President and C.F.O.,AWP Windows and Doors, LLC.
4. Letter from owners of existing NOA stating that they have sold all assets to the
applicant,that they no longer manufacture the product and relinquish their rights to the
current NOA, dated June 24,2014,signed by Mr. Kevin Barrett, Chief Financial
Officer,Trulite Window&Door Solutions,LLC.
G. OTHERS
1. Notice of Acceptance No. 12-0906.06, issued to Trulite Window&Door Solutions,
LLC, for their Series"580"Aluminum Single Hung Window--N.I., approved on
12/06/12 and expiring on 11/14/17.
Manuel re P.E.
v, Product Control Exoniiner
NOA No:M-40722.07
Expiration Date: November 14,2017
Approval Date: October 02,2014
E-2
531/8'
53 1/8' WINDOW WIDTH
WINDOW WIDTH "
so t/e'
50 1/8" TOP CORNERS OF D.L.OPG. (FIXED)
O.L. OPG. (FIXED) ARCH TOP WOWS. I�
TO BE SECUREDa
l
BY SCREWS 13 5/8' a
13 5/8- OR SPOT WELDING MAX. s oto
FALSE MUNTINS MAX. Q a Iv
(SURFACE APPLIED) 6'MAX. A 6"MAX, a
MAY BE USED CA HEAD HEAD a O LL
\ CORNERS CORNERS Q b v
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D.L OPG. p D.L. OPG. 0 3 n
50 11/18' 50 11/16" "^w
VENT WIDTH VENT WIDTH 6 oO
SERIES 580 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION a�
CHARTS SHOWN ON SHEET 2. TESTED UNITS
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 8
COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW 4 H
TYPES IN MODULES OF TWO OR MORE WINDOWS USING 2 B H
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. g
LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE _ _ a a'd
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
MONOLITHIC GLASS > g
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I INSULATING GLASS
LOADS TO THE STRUCTURE. I NON IMPACT
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Engn JAVAO NWAO L $
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL PRODUCTRBVLSBD I
FIA PE "."92 wcomplying with lkaFtodda o
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 536 DuRding Cada
NOT PART OF THIS APPROVAL. _ AccepL�ncoNo •��� I UI't I
B
INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE
Imtion Dnta
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WO00 ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES I By rdroenng no.
COMPLYING WITH HVHZ REQUIREMENTS. Cpp Mlam'DndoProduce 0 1 I
MATERIALS INCLUDING BUT NOT LIMBED 70 STEEL/METAL SCREYIS, THAT I G1- 14 I W96-388
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE (INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET
REQUIREMENTS OF THE FLORIDA BLDG. CODE. I THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. `h t j of 6''
Y
DESIGN LOAD CAPACITY - PSF _ _ DESIGN LOAD CAPACITY - PSF
WINDOW DIMS. GLASS TYPE'A' OIASS TYPE'B' GLASS TYPE'C' WINDOW DIMS. OLISS TYPE'E' GLASS TYPE'D' II
WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) EXT.(+) 1NT.(-) _ WIDTH HEIGHT EXT.(+) 1NT.(-) EXr.(+) INT.(-) .....-
19-1/8" 60.0 80.0 60.0 125.0 60.0 210.0 113 19-1/8" 56.7 210.0 60.0 210.0
26-1/2" _60.0 80.0 60.0 125.0 60.0 179.726-1/2" _56.7 201.9 60.0 201.9
37" 26" 60.0 80.0 60,0 112.9 60.0 2.9 0
11 37" 26" 56.7 144.6 60.0 144.6
42" (3) 60.0 79.3 60.0 95.9 60.0 95.9 `; ?! S!. 42" (3) 56.7 127.4 60.0 127.4
48" 62.7 52.7 60.0_ ..81.3_ 60_0 81.3 -„ _ 48" 56.7 111.5 60.0 111.5 6 L n
63-1/8" 11 38.6 36.6 60.0 1 71.9 60.0 1 71.9 53-I/8` 56.7 100.7 60.0 100.7 t]
19-1/8" 60.0 80.0 60.0 125.0 60.0 210.0 [V,ANDOY7 IVIDTH WINDOW WIDTH INOOW WIDTH 1YINDOW WIDTH 19-1/8" 56,7 210.0 _ 60.0 210.0 ®� I
26-1/2" 60,0 _80.0 60.0 125.0 60.0 163.1 26-1/2" 56.7 182.4 60.0 182.4 (l Q Ieh�l
37" 38-3/8" 60.0 75.6 60.0 116.8 60.0 116.8 APPROVED CONFIGURATIONS 37" 38-3/8" 56.7 130.6 60.0 130.8 C 1'1
42° (4) 56.3 56.3 60.0 102.9 60.0 102.9 42° (4) 56.7 117.9 60.0 115.tJ ®d•Q D
---- SHAPES SHOWN ABOVE OR SIMILAR
48" 37:0 37.0 60.0 90.1__60.0 90.1 48" 56.7 94.4 60,0 100.7 O N
_..... __ ...-...._ .._._...._. _
53-1/8" - - 60.0 81A 60.0 81.4 53-1/8" 56.7 83.3 60.0 90.9
19-1/8" 60.0 80.0 60.0 125.0 60.0 171.3 19-1/8" 56.7 210.0 60.0 210.0 �'2 to-
26-1/2" 60.0 80.0 CO.'0 123.7 60.0 123.7 26-1/2" 51.7 165.0 60.0 172.8 g
............. ...O... ......._.... ...... __.__.... r
37" 50-5/8 60.0 64.6 60.0 88.6_ 60.0 88.6 37" 50-5/8" 56.7 112.9 _60.0 123.2 ,-
42" (5) - - 60.0 78.0 60.0 78.0 IAB"-ANN. GLASS (TYPE 'A') 42" (5) 56,7 93.7 60.0 102.2 7.1
48" - - 60.0 68.3 60.0 68.3 OR 48" 56.7 77.8 60.0 94.8 z{ n
3/16"-ANN, GLASS (TYPE'0') U
53-1/8" - - 60.0 61.7 60.0 61.7 OR 53-1/8" 56.7 67.9 60.0 74.1 3 J
19-1/8" 60.0 80.0 60.0 125.0 60.0 183.8 3/16"-TEMP. GLASS (TYPE'C') 19-1/8" 56.7 182.2 60.0 210.0 o J m
............ ..__.-..-_.- _._.__. _.....___... __ ..______
26-1/2" 60.0 80.0 60.0 125.0 _60.0 1326 26-1/2 56.7 143.8 60.0 177.9 3 o
37' 69" 47.9 47.9 60.0 95.0 60.0 95.0 37" 59" 56.7 106.0 60.0 115.6 O
._ __..._.._ m
42' (6) _- - 60.0 83.7 60.0 _83.7 t SILICONE
._........._....... ...0!.. m GE SCS 1000 42" (6) [*6."7
7 86.6 60.0 94.4 _ I= O
48" - - 60.0 -73.2 60.0 73.2 rty90 48" 7 70.9 60.0 77.4 J OZ L+1
53-1/8' - - 60.0 64.0 60.0 66.2 7 ! 53-1/8 61.5 60.0 67.1 z Q Q
19-1/8" 60.0 80.0 60.0 125.0 60.0 206.5 n g 19-1/8' 56.7 163.4 60.0 210.0 rn HM
26-1/2" 60.0 76.7 60.0- 125.0 60.0 149.0 126-1/2° 56.7 134.8_ 60.0 166.6 I Q r
37" 63' 47.0_ 47.0 80.0 97.5 _60,0 I0_6.7 37" 63" 56.7 102.1_ _60.0 1_13.4 I Z 3_j $
42" (7) - - 60.0 85.1 60,0 93.1 42" Z
(7) 56.7 _84.2_ 60.0_ 91.8 N
3 o
48' _-_ -___60.0_ 71.9 60.0__ 75.8 t 48" 58.7 68.5 60.0 74.7 to O
53-1/8' - 60.0 62.7 60.0 65.4 O 53-1/8" 56.7 59.1 60.0 64.5 I j M W
19-1/8' 60.0 74.6 80.0 125.0 60.0 175.2 19-1/8" 56.7 111.1 60.0 210.0
N Q 00`c
26-1/2• 60.0 64.1 60.0 113.4 60.0 126.5 26-1/2" 56.7 93.3 60.0 185.0
37" 74-1/4" - - 60.0 82.0 60.0 90.6 37" 74-1/4" 56.7 79.3 50.0 112.3
_- ..___ 1/8"ANN.CLASS 1/8"TEMP, G1/1S5
42• (7) - - 60.0 74.8 60.0 79.8 - 42" (7) s6.7 70.3 60.0 89.0
1/4"AIR SPACE 1/4"AIR SPACE '--•'- -- 8
48" - - 60.0 65.5 60.0 69.8 48 56.7 _6_3.6 _60.0__
53-1/8" - - 58A 58.0 60.0 60.0 1/8'ANN. GLASS 1/8'TEMP.GLASS 53-1/1" 55.0 55.0 60.0 60.0
19-1/8" - - 60.0 125.0 60.0 199.7 19-I/8" 56.7 107.1 80.0 210.0 E Q
26-1/2' 110.2 60.0 144.1 SILICONE SILICONE 26-1/2" 56.7 88.0 60.0 181.2 L�w LL
37 76" - -.60.0 80.3 60.0-- _103.2- GE-2800 GE-2800 37" 76" 56.7 76.5
(7) --- ALUMINUM ALUMINUM - 9
42• - - 60.0 71.1 60.0 88.1_ BOX SPACER BOX SPACER 42" (7) 56.7 68.4 60.0 89.0
48" - - 60.0 84.5 60.0 69.9 io m 48` 56.7 61.3 60.0 70.4
" NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. F S� • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. y o o 7.
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JAVAO AHOAD o •1
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u+ \\ 25 25 FLA.PE 70592 PconlpCT RE I We Ftorlds b
(EP/2
8 L•uildinBCoda /7NOTE:GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE 'F. CLASS TYPESBASED ON ASTM E1300-09 3 SEC. GUSTS t 2.OVERALL INSUL.GLASS 12"OVERALL INSUL.GLASS ingAND FLORIDA BUILDING COMMISSION / / Minm Ua eProJuct CbnOoYDECLARATORY STATEMENT DCA05-DEC-219 01 I W96-38
GLAZING OPTIONS isheel Qof5
TYPICAL ANCHORS METAL �$
SEE ELEV- \\\\ Yli STRUCTURE
FOR SPACING 18Y 02: n
W000 DUCK m Ci TYPICAL ANCHORS Fr-----------------�� m
Ed e
•n •. SEE ELEVS. II MIAMI-DADS COUNTY APPROVED I� m
FOR SPACING 1 MULLION &MULLION ANCHORS I ti
a "a d• a ?: I A e < Ed o I� 1 1 SEE SEPARATE NOA I I A
i d ti� Ed �
I 11 0a �
----
_77
--- ----U ♦�
ANCHORS \ ` ®0 Q Q
�, - i SEE ELEVS. TYPICAL ANCHORS °
I FOR SPACING O
19 SEE ELEV. 3 O
FOR SPACING G
24 w
! I 9 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS L-- —
4 ! ;MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
o I ANO...TRANSFER. EM BUILDING STRUCTURE.THEM TO THE BUI !�'V
---- L__. _.--..._...... -_.. ----- i 1
„ TYPICAL ANCHORS: SEE ELEV.FOR SPACING _ uj
! 11
1/4"-DIA. TAPCON BY 'ITW' (FU-125 KSI,FY-100 KSI) 1 a O n
z
ULTRACON BY'ELCO' (Fu-177 KSI,Fy-155 KSI) _ ❑ '�
4
-T- �Lr---� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ❑
2p 4 1,00
Bono iLiATTCH 1-1/2" MIN. PENETRATION INTO WOOD ,z a
= !Yi THRU 1BY BUCKS INTO CONC. OR MASONRYo
F=rMi
1-1/4" MIN. EMBED INTO CONC. OR MASONRY 00�_j r
DIRECTLY INTO CONC. OR MASONRY Z 3 LL
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
wO
W7 412 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)23
S 3�w
REGD.FOR WINDOWS i 12 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")
WITH GLASS TYPES 1 INTO METAL STRUCTURES
D do E ONLY STEEL : 12 GA MIN. (Fy - 36 KSI MIN.)
a ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.)
" o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t3
= ANCHOR EDGE DISTANCE c y,•,W
0
INTO CONCRETE AND MASONRY = 2" MIN. d
INTO WOOD STRUCTURE - 1" MIN. u SR 15
INTO METAL STRUCTURE 1/2" MIN.
t
i 6 14 CONCRETE AT HEAD,SILL OR JAMBS Pc - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS t'm m 2000 PSI MIN. 'v,
go�ons�
i 12 2 SEALANT: .. -
O W, c----
ALL LOWER FRAME AND VENT CORNERS, AND HEADS-OF INSTALLATION r�
C SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, O �I
d SCHNEE MOREHEAD 5504 OR EQUIV. Eng,..JACAD MAD PRODUCTRBVISSID !d I II
PADS:
FLA,PN 30 92 w complying with We Flofift ,c
e < 3 Diriiding Codo y�
• e. - a Acceplantallo
a e • ONE
1/4- X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT Expiration Dato r $ I I-I t
EACH END OF FIXED MTG. RAIL.
• e • � 'Miamy'Dndermduet Como)` I Browing no.
a WEEPHOLES: v / i W96-38 j
o W1 - 3/4" WEEP NOTCH AT EACH END
;sheat 3 of
• ITEM 0 PART pFASREQD.
. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
1 YE-169FRAME HEAD
2 YE-167FRAME SILL 6083-T6
3 YE-102FRAME JAMB 606J-T6 - ® J
—... -_ .____.-._-_..4 YE-152FIXED RAIL 6083-TB5 YE-151VENT TOP RAIL 6063-T6...... ....._.....YE-168VENT BOTTOM RAIL 6063-T6 - 07 YE-92 _ VENT JAMB 6063-T68 - O. GLAZING BEAD ALUMINUM ROLL FORMED �.O9 YH-528NT SASH STOP,3'LONG RIGID VINYL10 - NT DLOCK&TACKLE BALANCE - -it YH-505NT BALANCE CUP ALUMINUM - 0 Q 012 _YH-622D. BULB W'STRIPPING VINYL SINGLE ROW 0 I$
13 YH-4004 AS REQD. FIN SEAL 1WSTRIPPING.187 X.250 1VOOL ULIRAFAB Q w ,N_,
TYPICAL ANCHORS 14 _YH-504 2/VENT SPRING LOADED VEM_ LATCHES __ NYLON/CELCON AT 13"FROM ENDS LL.w 'r
MIAMI-RADE COUNTY SEE ELEV. 14A YH-515 2/VENT SWEEP LOCKS ZAMAK AT 11"FROM ENDS
APPROVED MULLION FOR SPACING 4!ei LLLJJJI
SEE SEPARATE MOA
IS YF-1 B FRAME ASSEMBLY SCREWS(010 X 3/4") CRS PLATED,PH SMS
16 YF-10 2/VENT FIXED RAIL SCREWS(08 X 17 CRS CAD PLATED,PH SMS
..,17 - .YF-12....... 6/VENT VENT ASSEMBLY SCREWS(88% 1-1/47 CRS CAD PLATED,PH SMS i
__-._......._..-...___.............. ......_-__-. I M
r2/
CLIP X10% 1/4"PH SMS POINT B
i 1j jl 20 YF-14 LOCK SWEEP LOCK SCREWS(#8 X 5/8") - ON SMS21 YC-15SP VENT SELF ADHESNE PAD(.375'X.31"X.75") FOAM -22 YH-519 VENT BALANCE CAM PLASTIC - O
23 YH-590I REINFORCING BAR(REQD.FOR INSUL.CLASS ONLY) STEEL HRB9324 - VENT SASHSTOP(1"X 1-1/4"X 1/1B") ALUMINUM ON 74-1/4'HIGH ONLY a25 - LITE SETTING BLOCK EPDM OUROMEIER BOtS SHORE A 17 Q 4 W
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WINDOW WIDTH WINDOW WIDTH
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TYPICAL ANCHORS O 1/4'SHIM SEE ELEV.
SEE EUV. SHIM MAX, FOR SPACING
FOR SPACING VENT WIDTH TYPICAL ANCHORS
SEE ELEV.
13 D.L. OPG. FOR SPACING
7 2 g 1/4'SHIM q
10 ---_._....-._.._....._....._._. ..... T. MAX.
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FRAME SILL FRAME JAMB sheet Sof 5
BUILDING PLANNING
(3) Where screen enclosures designed in accor- be protected from windborne debris. Glazed opening
1 dance with the screen removal alternates of this protection forwindborne debris shall meet the.require-
1 section serve as the:barrier required by Section ments of the Large Missile Test of ASTM E 1996 and
R4501.17,1, the required minimum height of the ASTM E 1886 referenced therein, SSTD 12,TAS 201,
1 barrier shall be maintained when screen panels 202 and 203 or AAMA 506,as applicable.The applica- 1
1 are retracted, removed, moved to the open posi- ble wind zones for establishing misile types in ASTM E
1 tion,or cut. 1996 are shown in Section R301.2.1.2.1. Garage door i
1 (4) Where screen enclosures are designed in glazed opening protection for windborne debris shall
accordance with the screen removal alternates of meet the requirements of an approved impact-resisting
1 this section,retractable screen panels,removable standard or ANSI/DASMA 115.
1 screen panels, and screen panels identified to be 1. Opening in sunrooms, balconies or enclosed
1 cut shall be clearly,identified on adjacent struc- porches constructed under existing roofs or decks 1
1 tural members with highly visible permanent are not required to be protected provided the 1
1 labels,at each panel,or by other means approved spaces are separated from the building interior by 1
by the local building department. a wall and all openings in the separating wall are
1 (5) Where screen enclosures are designed in protected in accordance with this section. Such 1
1 accordance with the screen removal alternates of space shall be permitted to be designed as either 1
1 this section, the retraction of screen panels, partially enclosed or enclosed structures. 1
1 removal of screen panels, or cutting of screen 2.; Storage sheds: that are not designed for human 1
1 panels shall not require the use of ladders or scaf- habitation and that have a floor area of 720 1
folding. squaomply witre`feet"(67t m) or.less are not required to
1 comply 'mandatory wind-borne debris 1
1 (6)Engineering documents submitted with build- 1
ing permit applications shall identify the panels impact standard of this code.
1 to be removed,retracted,opened,or cut. ExcefioW Wood structural panels with a minimum
1 (7) Where screen enclosures are designed in cIffiess of/16 inch(11 mm) and a maximum span
1 accordance with the screen removal alternates of of 8 feet(2438 mm) shall be permitted for opening
this section based on removing screen panels by protection in one- and two-story buildings. Panels
1
cutting the screen, the contractor shall provide shall be precut and attached to the framing surround-
` 1 replacement screen for a one-time replacement of ing the opening containing the product with the
1 all screen and spline designated by the design to glazed opening. Panels shall be predrilled as
1 be cut. required for the anchorage method and shall be
secured with the attachment hardware provided.
1 (8) Where screen enclosures are designed in Attachments shall be designed to resist the compo-
accordance with the screen removal alternates of nent and cladding loads determined in accordance
this section, the contractor shall provide written with either Table R301.2(2) or ASCE 7, with the
1 notice to the owner and the local building code permanent corrosion-resistant attachment hardware
1 enforcement department that the owner must provided and anchors permanently installed on the
1 retract, remove, or cut a panel orpanels of the building. Attachment in accordance with Table
1 screen enclosure in accordance with the project R301.2.1.2 is permitted for buildings with a mean
engineering design or the manufacturer's instruc- roof height of 33 feet (10 058 mm) or less where I
1 tions when wind speeds are expected to exceed V., determined in accordance with Section
1 75 mph(33.5 m/s). R301.2.1.3, does not exceed 130 miles per hour(58 1
1 8301212 Prcjtechon of��openirigs: G azed openings m/s). 1
iiul�mg located m windborne debris regions shall
TABLE R301.2.1.5.1
BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT
BASIC WIND SPEED AVERAGE SLOPE OF THE TOP HALF OF HILL,RIDGE OR ESCARPMENT(percent)
FROM FIGURE 0.10 1 0.125 1 0.15 1 0.175 0.20 0.23 1 0.25 or greater
R301.2(4)(mph) Required basic wind speed-up,modified for topographic wind speed up(mph)
85 100 100 100 110 110 110 120
90 100 100 110 110 120 120 120
100 110 120 120 130 130 130 140
110 120 130 130 140 140 150 150
120 140 140 150 150 N/A N/A N/A
V 130 150 N/A N/A N/A N/A N/A N/A
For SI: 1 mile per hour=0.447 m/s.
FLORIDA BUILDING CODE—RESIDENTIAL,5th EDITION(2014) 3.17
BUILDING PLANNING
TABLEiR301 21 c2,1 a. This table is based on 130 mph wind speeds and a 33-foot mean roof
V,INDBORNE DEB�tIS�PROTECTI;ON�FASTE,NING-> height.
"SCHEDULE$FOR WOODISTRUCTU_RAL`;'PANELSa'k C'.a i.
b.Fasteners shall be installed at o osin ends of the_wood.structural panel. '
l.� . - PP. g
FASTENER SPACING(inches)'-° Fasteners shall be located a minimum of 1 inch from the edge of the panel.
FASTENER TYPE Panel 4 feet< 6 feet< c. Anchors shall penetrate through the exterior wall covering with an
span 5 panel span panel span embedment length of 2 inches minimum into the building frame.
4 feet <6 feet :5 8 feet Fasteners shall be located a minimum of 2'/2 inches from the edge of
No.8 wood screw based anchor concrete block or concrete.
with 2-inch embedment length 16 10 8 d. Where panels are attached to masonry or masonry/stucco, they shall be
attached using vibration-resistant anchors having a minimum ultimate
No.10 wood screw based anchor 16 12 9 withdrawal capacity of 1500 pounds. .
with 2-inch embedment length
8301.2.1.2.1 Modifications to ASTM E 1996.Sec- �
'/4 inch lag screw based anchor 16 16 16 tion 6.2.2 of ASTM E 1996 shall be modified as fol- 1
with 2-inch embedment length
lows: �
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N,
1 mile per hour=0.447 m/s.
H H/2 =
Lh H/2 Lh -
L=2Lh L-2Lh
ESCARPMENT RIDGE OR HILL
Note:H/2 determines the measurement point for Lh.L is twice Lh.
FIGURE 8301.2.1.5.1(1)
TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT
GREATER OF 1.5L OR 6H
APPLY INCREASED
WIND SPEED TO
TOP HALF OF HILL OR
RIDGE 4
H 1 H/2
-I ---_ -------------
---------- ---------___----- --.-
Lh ;
I
I
3
L I
HILL OR RIDGE ESCARPEMNT
FIGURE 8301.2.1.5.1(2)
ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE,WIND SPEED INCREASE IS APPLIED
CHECK FOR OBSTRUCTION PER R301.2.1.5
.IF DISTANCE IS LESS THAN 100 H,OR 2
MILES
UPWIND TOPOGRAPHIC `
FEATURE ` ESCARPMENT
H
RIDGE OR HILL
t
FIGURE R301.2.1.5.1(3)
UPWIND OBSTRUCTION
3.18 FLORIDA BUILDING CODE—RESIDENTIAL,5th EDITION(2014)