Loading...
HomeMy WebLinkAboutNOA 15010201MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 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 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: Series "200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1.2 2, and 3 through 8 of 8, dated 04/24/07, with revision E dated 06/01115, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami --Dade County Product Control Approved", unless otherwise 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 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 NOAis 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 NOA No. 12-0221.07 and consists of this page 1 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. NOA No. 15-0102.01 Expiration Date: August 01, 2017 � 1p/15 Approval Date: June 18, 2015 ?7r Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.L)", sheets 1, 1.1, 2 and 3 through 8 of 8, dated 04/24/07, with revision E dated 06/01/15, prepared by Al-Farooq Corporation, signed, 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 TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Blackwater Testing, Inc., Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, both signed and sealed by Yamil Gerardo Kuri, P.E. 2. 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 FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4094 and HETI-06-4179, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4095, HETI-07-4126 and HETI-07-4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014), dated 12/29/14, with revision dated 06/01/15, prepared by At-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 M< nuel e , P.E. Product Cont of , miner NOA No. 102.01 Expiration Date: August 01, 2017 Approval Date: June 18, 2015 E-1 SIV Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., hic. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant complying with ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661-140 A, ASTM C1246- PASS -6 HRS., ASTM C679- 30 HRS., ASTM C510- NO STAIN, ASTM C794 ALUMINUM 18-22 PLI, CONCRETE 20-25 PLI AND BRICK 19-23 PLI, ASTM C793- PASS, ASTM C719-125% AND ASTM D412- 150-200 PSI. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5 a Edition (2014), and of no financial interest, dated 12/29/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, issued by Blackwater Testing, Inc., both signed and sealed by Yamil Gerardo Kuri, P.E. 3. Proposal issued by the Product Control Section, dated 09/19/14, signed by Jaime D. Gascon, P.E. 4. Statement letter of conformance, complying with FBC-2010, issued by Al—Farooq Corporation, dated 12/30/11, signed and sealed by Javad Abroad, P. E. (Submitted under previous NOA No. 12-0221.07) 5. Laboratory compliance letter for Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4094, HETI-06-4095, HETI-06-4179, HETI-07-4126 and HETI-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 1. Notice of Acceptance No. 12-0221.07, issued to SIW Impact Windows, LLC for their Series "200 StonnSafe" Aluminum Horizontal Sliding Window — L.M.I." approved on 04/26/12 and expiring on 08/01/17. Manuel PFR , P.E. Product Contro x miner NOA No. 15-0102.01 Expiration Date: August 01, 2017 Approval Date: June 18, 2015 E-2 74"1�� in WINDOW WIDTH WINDOW WIDTH Lm !7- � I n 6" MAX. 8" 12" MAX. 6" MAX. 8" 12" MAX. Z ah0 3 HEAD/SILL HEAD SILL FALSE MUNTINS FALSE MUNTINS m A / CORNERSF1 HEAD/SILL SURFACE APPLIED 0 CORNERS SURFACE APPLIED / � � � z , OPTIONAL A OPTIONAL w to I a Iv 0- 0h 0 ' w ° U V II II Q. II II �� II li II II II 1I II II II LL II II II 11 II II � II II II 11 II II /Q � f✓ _----LL----- --1L- - -- IL--- II II --Jl - V - _ II it „ II II „ - a0Lum p Q [L ¢ a r°I a w co ao� �+�,n _ ii %/ N00& �= n Z ---- ---- I��� �� 2 \w \rlLu 1L. Yi II / II �O tl/ �m �q_ N H n II II rt - -- n = n �k-- - �T------Ir- ¢ W uj o � O OI n 0 N �O J I I d II (V :ja Z (9 n p z I I I I +� a' I I I I '� Z o I I p m w m o I I I I I I //�yI I C7 M luW C� F II II „ II II II -- II-- ------�- - 11 --- -----II II ---U---- IT-_----- ---- II - --_ ----fir--- II ------17-==- - ---fir--- _ II II �j II fl �� N II II II II II II rn II II II II I{ it � J [V N � ,10 Lo LO LO J vi Of Q a]W ' Q co Of 3:Ljj K) 32 1 /2" 32 1 /2 ' a Z 24" 43 1 /4" 24" z ^' Q '� D.L. OPG. D.L. OPG. '0 D.L. OPG. D.L. OPG. o o Q D.L. OPG. co U s Z to _J N 37 1 8° ADDL. ANCHOR ADDL. ANCHOR a W m / �AT MTG. STILE ENDS 28 5/8' AT MTG. STILE ENDS 28 5/8" ¢ Of 3 rn VENT WIDTH SEE SHEETS 2 THRU 4 VENT WIDTH SEE SHEETS 2 THRU 4 VENT WIDTH w F- U0 I FOR CAPACITYFOR CAPACITY a < zO m N TYPICAL ELEVATIONS C'' SERIES 200 STORMSAFE o _hw J (/] 0) p ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE '^ COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER hi w @ m ul WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING u z 0 z " MIAMI—DAMIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. 0 5 0 +n LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL . `m' o a J Y] J Z WILL APPLY TO ENTIRE SYSTEM. U a ¢ U N w a w 0 DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS a 0 Z, 0 Z SHOWN ON SHEETS 2 THRU 4. 13 ca�o R�� � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE � ca REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o R N N N o HURRICANE ZONE (HVHZ). 50 N 0 0 0 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER c LOADS TO THE STRUCTURE. 0 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS PRODUCTREVISED Engr. JAVAD AHMAD it EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. as complying with the Florida CIVL I N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Suild[ngCodu FLA. PE # 70592 Amc iatics NO '7 C A.N. 3538 NOT PART OF THIS APPROVAL. N a� Exn Date y� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `/ $ H By u ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Mi ade Product Control MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATN U 1 2 15 drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARG '& SMALL MISSILE IMPACT. W07-28 REQUIREMENTS OF THE FLORIDA BUILDING CODE. SHUTTERS ARE NOT REQUIRED. sheet 1 of $ a_ z 1/8" ANN. GLASS .090" Interloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' r1/8" ANN. GLASS 3/16" ANN. GLASS .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1 F-3/16" ANN. GLASS w a_ w M Z m 24 vNi 24 ca 9.1 +o g 9.1A I� li 2 SILICONE 0 �I �I 2 SILICONE DOW CORNING 995 II II DOW CORNING 995 I I II a I II I� a a a Fr 9 w 9A 19 AT 1/4 POINTS ON LITES 19 AT 1/4 POINTS ON LITES WIDER THAN 36" WIDER THAN 36" GLASS TYPE `A' GLASS TYPE `B' 11/32" OVERALL 15/32" OVERALL 1/8" TEMP. GLASS 3/16" HEAT STREN'D GLASS 1/4" AIR SPACE .090" Interlayer 3/16" H.S. GLASS 1/8" H.S GLASS DuPont Butocite PVB By 'E.I. DuPont De Nemours & Co., Inc.' .090" Interlayer .090" Interloyer OR 090" Interlayer DuPont SentryGlos By E.I. DuPont De Nemours & Co., Inc.' DuPont Butocite PVB By 'E.I. DuPont De Nemours & Co., Inc.' Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 3/16" H.S. GLASS 1/8" H.S. GLASS 3/16" HEAT STREN'D GLASS 4 o: H F 1/4" X 1/4" w m z m ALUM SPACER z m V) g 24 9.1A (n (a g 24 i (n 24 II II 2 SILICONE III 2 SILICONE 9.tA CD I 11 25 SILICONE II II DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 rr- fr = I I 9A Of O o O w nf w 9B w 9A w 1g AT 1/4 POINTS ON LITES w 19 AT 1/4 POINTS ALL SIZES 19 w AT 1/4 POINTS ON LITES WIDER THAN 36" WIDER THAN 36" GLASS TYPE `C' GLASS TYPE `D' GLASS TYPE 15/32" OVERALL 11/16" OVERALL 7/16" OVERALL GLAZING OPTIONS Engr JAVAD AHMAD CIVIL PROI)UCT REVISED FLA, .70592 as complyu►g with the WWII$ c A.N, 3538 Building Code No 2. Acceptplansa Vj EK irauon Datc 20/1, a 12015 Dy y�V N N I n Z % 0 Z z m w W (+( Q o 0 o OJ W 08ri ° m 0 IL < 0 CaI'-� " 0 1Z� ..i Q L7u w J 04N m � I JN N co J o z 3� N CD to N Q � raj C:) oQ ZV) -J N � 3:: WR, M = Ol CY I— 0 U I Q n m M N Of r �"w r.J 1 rn 5 �1- w o Ln C V) CIL � � W c� J Z N � U � z 0 z v Ln c a� O p N P Ul N to 0) O O U C O a o N o I o u A a N ! drawing no. W07-28 sheet 1.1 of g OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 PRODUCT REVISED C.A.N. 35 8 as complying wilh'the Florida Building Code if Acceptaiue IVO r 2.0 Ex iration Date 2Di1 20 I3y' �-1-• y�V 00 ro N Z QI J w n Q 0. 0 O W M V � n v H Q'0mm o 0 IL < a rt 0 pq I OG O a z� S c� M a w�ui (sheet 2 of 8 1 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. W/O STEEL REINFORCING WITH STEEL REINFORCING GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPE GLASS TYPE A' 'D' & 'D' E. C' 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(--) EXT.(+) INT,(-) EXT.(+) INT,(-) EXT.(+) INT.(-) 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 48' 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - 60' 70.a 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 70.0 70.0 70.0 70,0 80.0 100.0 - - 24" 70.0 70.0 70.0 70.0 70.0 70,0 80.0 100.0 - - 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100,0 - - 48" 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 60" 70.0 70.0 70.0 70.0 70.0 70,0 80.0 100.0 - - 72" 70.0 70.0 70.0 70.0 70.0 70,0 80.0 100.0 - - 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 36' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 48' 70.0 70.0 70.0 70.0 70.0 70,0 80.0 100.0 - - 60" 48" 70.0 70.0 70.0 70.0 70.0 70,0 80.0 100.0 - - 72' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 84' - - - - 70.0 70.0 - - - - 90" - - - 70.0 70.0 - - - - 96"- - - 70.0 70.0 - - - 24' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 36' - - 70.0 70.0 70.0 70.0 80.0 100.0 - 48' 60" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 60" - - 70.0 70.0 70.0 70.0 80.0 100.0 - 72" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" - - - 70.0 70,0 - - - - 24" - - - - -- - 80,0 100.0 - 36' - - - - - - 80.0 100.0 - - 48" 72" - - - - - - 80.0 100.0 - - 60" - - - - - 80.0 88,0 - 72" - - - - - 77.9 1 77.9 80.0 100.0 26-1/2" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37° 26° 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/8' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 26-1/2" 70.0 70.0 70.0 70.0 70.0 70,0 80.0 100.0 - - 37' 38-3/8" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/8" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100,0 - - 74° 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 26-1/2" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37" 70.0 70,0 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/8" 70.0 70,0 70.0 70.0 70.0 70.0 80.0 100.0 - - 74" 50-5/8' 70.0 70.0 70.0 70.0 70.0 70,0 80.0 100.0 - - 84' -- - - - 70.0 70.0 - - - - 90' - - - - 70,0 70,0 - - - - 96' - - - -- 70.0 70.0 - - - 26-1/2' - - 70.0 70.0 70.0 70.0 130.0 100.0 - - 37' - 70.0 70.0 70,0 70.0 80.0 100.0 - - 53-1/8" 63" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74" - - 70,0 70.0 70.0 70,0 80.0 94,2 - - 84" - - - - 70.0 70,0 - - - - 26-1/2" - - - - - - 80.0 100.0 - - 37" - - - - - - 80.0 100.0 - 53-1/8' 74' - - - - - -- 80.0 42.7 - 74" - - - - - 73.5 73.5 80.0 100.0 WITH AOOL. ANCHOR AT MTC. STILE ENDS OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 PRODUCT REVISED C.A.N. 35 8 as complying wilh'the Florida Building Code if Acceptaiue IVO r 2.0 Ex iration Date 2Di1 20 I3y' �-1-• y�V 00 ro N Z QI J w n Q 0. 0 O W M V � n v H Q'0mm o 0 IL < a rt 0 pq I OG O a z� S c� M a w�ui (sheet 2 of 8 1 y�U N r 0 m z Ji a Q N a O N O OW ✓" a� O u OU a O 0 eni ce a Lu m °o QaaaN �N�0 O Q W LL N � Lu o J (5m< J Q w�2 P O N J m 3 o a 3 -jj cy N o JO z _ L0 � (n O LLI n s Z rn J 3w m of m 4 I- 0 U U d O m N o g ? 3of rW 11 (� o, o O m w o o C n N r ° o z h z o z o v w a w o APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE: c 0 q 7 e GLASS CAPACITIES ON THIS SHEET ARE o o f � G N O O 2 O BASED ON ASTM E1300-09 (3 SEC. GUSTS) d 0 m . o w -41 AND FLORIDA BUILDING COMMISSION o DECLARATORY STATEMENT DCA05-DEC-219 0 Engr: JAVAD AHMAD a o CIVIL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH PRODUCTRBVISED FLA. PE (i 70592 < i 0 o as complyhII; with the Florida ° a s XO OR OX BuildlagCode W VAcceptmice NoInilon Datdrawing no. By W07-28 Nu adeP sheet 3 of $ (1/3W) (2/3W) DESIGN LOAD CAPACITY -PSF (XO OR OX SIZES) W/0 STEEL REINFORCING WITH STEEL REINFORCING WINDOW DIMS. GLASS TYPE 'p' CLASS TYPES 'B' & 'D' CLASS TYPE # 'C' CLASS TYPE # 'C' WIDTH HEIGHT E%T.(+) INT.(-) EXT.(+) INT.(-) El(T.(+) INT.(-) EXT.(+) INT.(-) 54" 70.0 70.0 70.0 70.0 80.0 100.0 - - 63" 70.0 70.0 70.0 70.0 80.0 100.0 - - 72" 24" 70.0 70.0 70.0 70.0 80.0 100.0 - - 81" 70.0 70.0 70.0 70.0 80.0 100.0 - - 54" 70.0 70.0 70.0 70.0 80.0 100.0 - - 63" 70.0 70.0 70.0 70.0 80.0 100.0 - - 72" 36" 70.0 70.0 70.0 70.0 80.0 100.0 - - 81" - - 70.0 70.0 80.0 100.0 - - 54" 70.0 70.0 70.0 70.0 80.0 100.0 - - 63" - - 70.0 70.0 80.0 100.0 - - 72" 48" - - 70.0 70.0 80.0 100.0 - - 81" - - 70.0 70.0 80.0 100.0 - - 54" - - 70.0 70.0 80.0 100.0 - - 63" - - 70.0 70.0 80.0 100.0 - - 72" 60" - - 70.0 70.0 80.0 100.0 - - B1" - - 70.0 70.0 80,0 100.0 - - 54° - - - - 80.0 97.8 - - 63° - - - - 80.0 88.1 - - 72° 72° - - - - 80.0 81.2 80.0 100.0 81" - - - - 76.3 76.3 80.0 100.0 55-1/2" 70.0 70.0 70.0 70.0 80.0 100.0 - - 79-3/4" 26• 70.0 70.0 70.0 70.0 80.0 100.0 - - 83-1/4" 70.0 70.0 70.0 70.0 80.0 100.0 - - ss -1/2" 70.0 70.0 70.0 70.o eo.o 100.0 - - 79-3/4° 38-3/B" - - 70.0 70.0 80.0 100.0 - - 83-1/4" - - 70.0 70.0 80.0 100.0 - - 55-1/2" 70.0 70.0 70.0 70.0 80.0 100.0 - - 79-3/4" 50-5/8" - - 70.0 70,0 80.0 100.0 - - 83-1/4" - - 70.0 70.0 80.0 100.0 - - 55-1/2" - - 70.0 70.0 80.0 100.0 - - 79-3/4" 63" - - 70.0 70.0 80.0 96.5 - - 83-1/4" - - 70.0 70.0 80.0 95.0 - - 55-1/2" - - - - 80.0 92.3 - - 79-3/4° 74" - - - - 73.6 73.6 80.0 100.0 83-1/4" - - - - 72.0 72.0 80.0 100.0 WITH ADDL. ANCHOR AT MTC. STILE ENDS y�U N r 0 m z Ji a Q N a O N O OW ✓" a� O u OU a O 0 eni ce a Lu m °o QaaaN �N�0 O Q W LL N � Lu o J (5m< J Q w�2 P O N J m 3 o a 3 -jj cy N o JO z _ L0 � (n O LLI n s Z rn J 3w m of m 4 I- 0 U U d O m N o g ? 3of rW 11 (� o, o O m w o o C n N r ° o z h z o z o v w a w o APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE: c 0 q 7 e GLASS CAPACITIES ON THIS SHEET ARE o o f � G N O O 2 O BASED ON ASTM E1300-09 (3 SEC. GUSTS) d 0 m . o w -41 AND FLORIDA BUILDING COMMISSION o DECLARATORY STATEMENT DCA05-DEC-219 0 Engr: JAVAD AHMAD a o CIVIL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH PRODUCTRBVISED FLA. PE (i 70592 < i 0 o as complyhII; with the Florida ° a s XO OR OX BuildlagCode W VAcceptmice NoInilon Datdrawing no. By W07-28 Nu adeP sheet 3 of $ (1/3W) (2/3W) y�U 3 N I n Z aho 3 F m W z W N Q Q 2 N a �, O p O 0w C a� LL 0 �, a V m C > M o G6Qacl 0 n yM0 cq Q W§LLN LL Z 1n_ O to JuMQJ Q Lzu O N m o a 3 JN N z JO J L N (/) 0 LLI Q M o Z cn i ��= m 4 UzcQ� a aODJ m N oN _NK 3 r W N (n 0) 0 r O m w 2 4 S 2 O 2 n m o o m C 2 V>I ~ W O W W W r rc FRODUCTREVI C a as complying with the Florida y u w a w u Dail pta Code 02 Off( °1 z u a � z Acceptance No !�/,9/�Lnw,J, Expiration Pate i NOTE: c0'��'ff vii Dade Product Con ° o o GLASS CAPACITIES ON THIS SHEET ARE m v a s o BASED ON ASTM E1300-09 (3 SEC. GUSTS) > a m o o w AND FLORIDA BUILDING COMMISSION o DECLARATORY STATEMENT DCA05-DEC-219 O Engr: JAVAD AHMAD o CIVIL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH FLA. PE A 70592 < CA.N. 3538 0 1 r XOX XOX o a s a v u O * - 0�5 drawing no. APPLIED SILL RISER (ITEM #25) REQUIRED WHEN W07-28 EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. sheet 4 of $ DESIGN LOAD CAPACITY -PSF (XOX SIZES) W/0 STEEL REINFORCING WITH STEEL REINFORCING CLASS TYPE CLASS TYPES CLASS TYPE CLASS TYPE WINDOW DIMS. 'A' 'B' & 'D' 'C' * 'C' * WIDTH HEIGHT EXT.(+) INT.(-) EXi.(+) INT.(-) EXi.(+) INT.(-) EXT.(+) INT.(-) 72" 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" 24„ 70.0 70.0 70.0 70.0 80.0 100.0 - - 96" 70.0 70.0 70.0 70.0 B0.0 100.0 - - 108" 70.0 70.0 70.0 70.0 80.0 100.0 - - 72" 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" 38" 70.0 70.0 70.0 70.0 80.0 100.0 - - 96" 70.0 70.0 70.0 70.0 80.0 100.0 - - 108° 70.0 70.0 70.0 70.0 80.0 100.0 - - 72° k ('/3W) (1/3W) (1/3W) i DESIGN LOAD CAPACITY -PSF (XOX SIZES) W/0 STEEL REINFORCING WITH STEEL REINFORCING WINDOW DIMS. GLASS TYPE 'p' CLASS TYPES 'B' & 'D' CLASS TYPE 'C' * GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXi.(+) INT.(-) EXT.(+) INT.(-) 72" 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" 24" 70.0 70.0 70.0 70.0 80.0 100.0 - - 96" 70.0 70.0 70.0 70.0 80.0 100.0 - - 108" 70.0 70.0 70.0 70.0 80.0 100.0 - - 72" 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" 38" 70.0 70.0 70.0 70.0 80.0 100.0 - - 96" 70.0 70.0 70.0 70.0 80.0 100.0 - - 108" .0 70.0 70,0 70.0 80.0 100.0 - - 84° 48„ .0 70.0 70.0 70.0 80.0 100.096° 80.0 100.0 - .0 70.0 70.0 70.0 80.0100.0108" 70.0 70.0 80.0 100.0 .0 70.0 70.0 70.0 80.0 100.0 - - 72" 80.0 - - 70.0 70.0 80.0 100.0 - - 84" 60„ - - 70.0 70.0 80.0 100.0 - - 96" 70.0 - - 70.0 70.0 80.0 100,0 - - 108° - - - 70.0 70.0 80.0 100.0 - - 72° - - - - - 80.0 100.0 - - 84° 72„ - - - - 80,0 92.5 - - 96° 72" - - - - 80.0 84.1 - - 108" - - - - - 77.9 77.9 80.0 100.0 74" - 70.0 70.0 70.0 70.0 80.0 100,0 - - 106-1/4" 26" 70.0 70.0 70.0 70.0 80.0 100.0 - - 111" 76.3 70.0 70.0 70.0 70.0 80.0 100.0 - - 74" 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-1/4" 38-3/8" 70.0 70.0 70.0 70.0 80.0 100.0 - - 111° 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 74" 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-1/4" 50-5/8" 70.0 70.0 70.0 70.0 80.0 100.0 - - 111" 111" 70.0 70.0 70.0 70.0 80.0 100.0 - - 74" - - - 70.0 70.0 80,0 100.0 - - 106-1 /4" 63" - - 70.0 70.0 80.0 96.5 - - 1 100.0 - - 70.0 70.0 80.0 94.2 - - 74" 80.0 - - - - 80.0 98.1 - - 106-1/4" 74" - - - - 75.6 75.6 80.0 100.0 - 70.0 70.0 60.0 96.5 - 73.5 73.5 80.0 100.0 - - 80.0 95.074"80.0 WITH ADDL. ANCHOR AT MTG. STILE ENDS ('/3W) (1/3W) (1/3W) i DESIGN LOAD CAPACITY -PSF (XOX SIZES) (, /,4W) (1/3'W) (, /4W) DESIGN LOAD CAPACITY -PSF (XOX SIZES) W/0 STEEL REINFORCING WITH STEEL REINFORCING WINDOW DIMS. GLASS TYPE 'p' CLASS TYPES 'B' & 'D' CLASS TYPE 'C' * GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXi.(+) INT.(-) EXT.(+) INT.(-) 72" 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" 24" 70.0 70.0 70.0 70.0 80.0 100.0 - - 96" 70.0 70.0 70.0 70.0 80.0 100.0 - - 108" 70.0 70.0 70.0 70.0 80.0 100.0 - - 72" 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" 38" 70.0 70.0 70.0 70.0 80.0 100.0 - - 96" 70.0 70.0 70.0 70.0 80.0 100.0 - - 108" - - 70.0 70.0 80.0 100.0 - - 72" 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" 48" - - 70.0 70.0 80.0 100.0 - - 96" - - 70.0 70.0 80.0 100.0 - - 108" - - 70.0 70.0 80.0 100.0 - - 72" - - 70.0 70.0 80.0 100.0 - - 84" 80" - 70.0 70.0 80.0 100.0 - - 96" - - 70.0 70.0 80.0 100.0 - - 108" - - 70.0 70.0 80.0 100.0 - - 72" - - - - 80.0 97.8 - - 84" 72" - - - - 80.0 88.1 - - 96" - - - - 80.0 81.2 80.0 100.0 108" - - - - 76.3 76.3 80.0 100.0 74" 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-1/4° 26" 70.0 70.0 70.0 70.0 80.0 100.0 - - 111" 70.0 70.0 70.0 70.0 80.0 100.0 - - 74" 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-1/4" 38-3/8° - - 70.0 70.0 80.0 100.0 - - 111" - - 70.0 70.0 80.0 100.0 - - 74" 70.0 70,0 70.0 70.0 80.0 100.0 - - 106-1/4" 50-5/8" - - 70.0 70.0 80.0 100.0 - - 111" - - 70.0 70.0 80.0 100.0 - - 74" - - 70.0 70.0 60.0 100.0 - - 106-1/4" 63" - - 70.0 70.0 60.0 96.5 - - 111" - - 80.0 95.074"80.0 t70. 92.3 -- 106-1/4" 74"73.6 !70!.0 73.6 80.0 100.0 72.0 72.0 80.0 100.0 SED WITH ADDL. ANCHOR AT MTG. STILE ENDS (, /,4W) (1/3'W) (, /4W) 1BY WOOD BUCK 3 0 0 z 0 c� a 0 J 0 a 4 4 . Q A EDGE DIST. TYPICAL. ANCHORS SEE ELEV. FOR SPACING r c� Lw z z z TYPICAL ANCHORS SEE ELEVS_ METAL�fOR SPACING STRUCTURE 1 APPLIED SILL RISER SEE NOTE ON SHEETS 2 THRU 4 DIST Er--- ------------- —�7 �IMIAMI-DADE COUNTY APPROVED I+ ;MULLION & MULLION ANCHORS I IISEE SEPARATE NOA �± I EDGE DIST. I 1 /IF' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1" X 1/4" WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2" FROM ENDS AND 26" O.C. (4) UNDER FIX. LITE AT 18" O.C. W2 = 1-3/4" X 1/4" WEEPHOLES WITH NYLON BAFFLE (2) ON VENT AREA AT 15" FROM ENDS AND 24" O.0 (3) UNDER FIX. LITE AT 16" O.C. TYPICAL ANCHORS -E ELEV. R SPACING L h WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY j 4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF_ DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 6 15 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 11" MIN. 17 INTO METAL STRUCTURE = 1/2" MIN. 16 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. V) `^ PRODUCT REVISLD CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. 3 W1 I1. Huildhig os complyiapAih the Florida C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Acc m Code Acc02 0 Eng r: tfltlGO � � En r JAVAD AHMAO -� irulionDatC A /� CML a a. _ FLA. PE # 70592 a I C.A.N. 3538 oade Product ontr 9 7 V P 1 TYPICAL ANCHORS °, v _ n v a BUCK SEE ELEV. I p' FOR SPACING 9. TYPICAL ANCHORS EDGE DIST. SEE ELEV. FOR SPACING AUN 2015 4mm ca ca 04 I r 0 Z t- 3 z LLI QIL ul p O O w U 0 LL O� v O ri a0LuMo OL 0 rl 00 00 0 Qw L N LL. z us - 0 Ln M Jzc�v¢w a Lu T1 J N o� � I o � 3 N N � JO N -4- n; 00 � Z_ cn —I LL_ W o Ir rn LLJ QZv C m N VI — Uj Q cn N � W —1 N N0)o Ld ii, c 0 drawing no. W07-28 sheet 5 of -8— TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH 91 ttttttta� OPTIONAL TO SPRING LATCH #8 FH SMS 2/ LATCH 0 U SCREEN OPTIO A ---------- - - - - - - --- - - - - 23 23 ------- - ---- 2X3 FOAM PAD 5 14 D.L. OPG. �AT TOP 8c BOTTOM 1REINFC RCING BAR READ. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING ley WOOD BUCKS VENT WIDTH VENT WIDTH O OPG, . 1/4" MAX. C D.L. D 11 OPTIONAL TO O.L. OPG. SHIM SPRING LATCH I FH SMS 2/ I 2/ LATCH M ETAL STRUCTURELu 0 23 8 - ---SCREEN OPTIONAL 0 w � / I D.L. OPG. a REINFORCING BAR READ. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH XOX LAYOUT ,c-_• — --I - i ISCREEN OPTIONAIz---- PRODUCT REVISED as co"Iying with the ploride AxeAloIan n;niredop Dow r MIAMI-DADE COUNTY APPR,D CLIPPED MULLION SEE SEPARATE NO A TYPICAL ANCHORS SEE ELEV. FOR SPACING I; ;I WINDOW WIDTH WINDOW WIDTH 1/4" SHIM MAX' TYPICAL ANCHORS SEE ELEV. FOR SPACING /,/,BYWOOD BUCK STRUCTURE Engr: JAVAD AHMAD CML FLA. PE # 70532 C.A.N. 3538 a41mv�� y�V co N I ,,I-- 0 Z W z ~ W H Qa. "CL a 0 aw U Q: O U. 0C Vo a O+0wM o 0aa� rf a�j h — I �o LD,: Qw� cv LL �zU -o ,J C�Ma a Q w�� r � N CD J � N I C] t 0 _1 O z U7 EE Q Q o D x ZO J w LL � 0_ = rn L, QZ< ¢ aoN m ti CO> o h W rW- n 0 � N o a ry v � x a • S � o u r drawing no. W07-28 sheet 6 of 8 4=r_ 4 q � vp W q C9 O W ley WOOD BUCKS VENT WIDTH VENT WIDTH O OPG, . 1/4" MAX. C D.L. D 11 OPTIONAL TO O.L. OPG. SHIM SPRING LATCH I FH SMS 2/ I 2/ LATCH M ETAL STRUCTURELu 0 23 8 - ---SCREEN OPTIONAL 0 w � / I D.L. OPG. a REINFORCING BAR READ. WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR WINDOW WIDTH XOX LAYOUT ,c-_• — --I - i ISCREEN OPTIONAIz---- PRODUCT REVISED as co"Iying with the ploride AxeAloIan n;niredop Dow r MIAMI-DADE COUNTY APPR,D CLIPPED MULLION SEE SEPARATE NO A TYPICAL ANCHORS SEE ELEV. FOR SPACING I; ;I WINDOW WIDTH WINDOW WIDTH 1/4" SHIM MAX' TYPICAL ANCHORS SEE ELEV. FOR SPACING /,/,BYWOOD BUCK STRUCTURE Engr: JAVAD AHMAD CML FLA. PE # 70532 C.A.N. 3538 a41mv�� y�V co N I ,,I-- 0 Z W z ~ W H Qa. "CL a 0 aw U Q: O U. 0C Vo a O+0wM o 0aa� rf a�j h — I �o LD,: Qw� cv LL �zU -o ,J C�Ma a Q w�� r � N CD J � N I C] t 0 _1 O z U7 EE Q Q o D x ZO J w LL � 0_ = rn L, QZ< ¢ aoN m ti CO> o h W rW- n 0 � N o a ry v � x a • S � o u r drawing no. W07-28 sheet 6 of 8 3. FRAME HEAD ms O FRAME SILL 062 �� 250 437 TL 1.424 �� O SILL TRACK )0 a) FRAME JAMB (VENT SIDE) 1.328 .563 3 1.375 062 I 14 61_ © VENT TOP/BOTTOM RAIL F- 2.312 6 2.3154 13 11.500--1 O JAMB STILE 1 ( MEETING STILE O FIXED MTG. STILE aA FRAME JAMB (FIX. SIDE) complying with the Florida flIdiuR Code Ayr . _ n. ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 SIW201 1 FRAME HEAD 6063-T6 - 2 SIW202 1 FRAME SILL 6063-T6 - 3 SIW213 1 SILL TRACK 6063-T6 - 4 SIW204 2 FRAME JAMB (VENT SIDE) 6063-T5 - 4A SIW131 2 FRAME JAMB (FIX SIDE) 6063-T5 - 5 SIW206 1/ VENT FIXED MTG. RAIL 6063-T5 - 6 SIW107 2/ VENT VENT TOP & BOTTOM RAIL 6063-T5 - 7 SIW105 1/ VENT VENT INTERLOCK 6063-T5 - 8 SIW106 1/ VENT VENT JAMB STILE 6063-T6 - 9 SIW112 AS READ. GLAZING BEAD (3/8" GLASS) 6063-T5 - 9.1 SIW128 AS READ. ALT. GLAZING BEAD (3/8" GLASS) 6063-T5 - 9A SIW108 AS READ. GLAZING BEAD (7/16" GLASS) 6063-T5 - 9.1A SIW127 AS READ. ALT. GLAZING BEAD (7/16" GLASS) 6063-T5 - 9B SIW117 AS READ. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T5 - 11 2K356922 2/ VENT SWEEP LATCH, AT 15-1/2" FROM EACH END - MASSOUD & BROS. CO. 12 SIW109 2/ VENT SPRING LATCH, AT 15-1/2" FROM EACH END 6063-T6 - 13 - AS READ. FRAME & VENT ASSY SCREWS - #10 X 1-1/2" PH SMS 14A - 2/ VENT FIXED RAIL SCREW AT TOP - #12 X 1-1/2" PH SMS 14B - 2/ VENT FIXED RAIL SCREW AT BOTTOM - x{12 X 4" PH SMS 15 SIW207 4/ VENT ROLLER HOUSING & GUIDE DELRIN - 16 SIW208 2/ VENT ROLLER - BRASS OR ST. STEEL 17 SIW209 2/ VENT ROLLER PIN ST. STEEL - 18 - 5/ WDW. BAFFLE NYLON - 19 - 2/ LITE SETTING BLOCK, DUROMETER 85±5 SHORE A EPDM - 20 W23201NG AS READ. TOP & BOTTOM RAIL W'STRIPPING - ULTRAFAB OE EQUIV. 21 9302BL AS READ. FRAME JAMB W'STRIPPING POLYPROPYLENE CENTRAL PLASTICS 22 - OPTIONAL SCREEN - 5/16" BOX 23 U4513 AS READ. BULB W'STRIPPING - SCHLEGEL 24 5531 AS REDD. EXTERIOR GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRENE CENTRAL PLASTICS 255530 AS READ. INTERIOR GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRENE CENTRAL PLASTICS 6j SIW211 AS READ. SILL RISER 6063-T5 - y�U I n Z m 3 Q J O W N Q Q N 0. Q; O N O 0 0 w �fxC o8 O M 0 X>M °o 0 IL < 9 i 0 03 N O Q W LL N o M 1 (7M(y� Q W i eL r E N J � m � I oa JN o JO z _ J ' v 0 s � ZN� � N K = m U¢o� a n aUm N N � Ui N o Of Lj3 V1rn0 W 644 .644 ��.078 .155 120 w w 8 .050 0 r vo-i i 7- 1.177 811 2 .050 1.177 969 .200 .290 .240 ° ° z .615 I 9- -( LLLfff""" 3 Ik�L I N u k-,063 .0581 k- 2 309 .184 U Z O 9.1 24 EXTERIOR GLAZING SPACER 25 INTERIOR GLAZING SPACER � v GLAZING BEADS (3/8" GLASS) 26 SILL RISER SCM -E is SCALE ti A ° •> 0 0 0 1.495-1 -1.551 -1.551 .290--1 I- - .812 .812 I .E 1.177 LFA .050 1.177 � .050 1.177 5 .216 VIII .184 -moi .184 9A 9.1A 9B GLAZING BEADS (7/16" GLASS) GLAZING BEAD (LAM. INSUL. GLASS) 12 SPRING LATCH 0 Engn JAVAD AHMAD o CIVIL ry a 12 FLA. PE # 70592 a CA.N. 3538 n n 2015 drawing W07-28 sheep t y�U 3 S%y N / Z a 0 o 0 w 00��� ro o ii W LL N LL Z y o J U 0:5 J a Lzu O � N u N m � I o< 3 JN N VENT TOP/BOTTOM CORNERS J o FRAME TOP CORNER,n N u .� FRAME TOP CORNER 0 Q M z � Z (n J <` L� L, N � = n 13 13 M d m o' N —�(If Lo tJJ J O W W C x in x m 3U3' � tW'i p U OW O Z l'1 Z U' Z 0 Q N N n N O Q Q m O O W C O 0 0 Engr: JAVAD AHMAD a A O 148 CIVIL N FLA. PE # 70592 PRODUCTRGVISED C.A.N. 3538 n n as complying widt the Florida o . %� �,1 fee 1 u i Building ptw Code �O OG►. O � UN ..0 1J O ��Acceptance No FRAME BOTTOM CORNER IF 'onDatc 4-1 FRAME BOTTOM CORNER drawing no. FIXED MTG. RAIL CORNER AT MOVING END gl,/ AT FIXED END W07—`Z8 I,*oWPod,1,IC1 tral sheet g of $