Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
REVISION
OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: PERMIT# T RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION oG G� DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESSNAME: L9le- QUALIFIERS NAME: ADDRESS: 4 CITY: V w, N PHONE (DAYTIME):.SCSI OWNER/BUILDER INFORMATION: NAME: CITY: STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: ST. LUCIE CO CERT. M 3 CAO 5 II 10 rax: FAX: Ir P SLCCC: 9123109 Revised 06130117 �x -Ulf� I(g-()N6�_ pP� 9/Y f MIAMI-DARE COUNTY • 8'1 PRODUCT CONTROL SECTION 9t (*��90 p1p 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCEMiami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 00,��p't T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) rvw .miamidade.aov/economy SIW Solution, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 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. APPROVAL DOCUMENT: Drawing No. W 12-24 Rev E, titled "Series 60OKM Alum Sliding Glass Door sheets 1 through 12 of 12, dated 05-25-12 and last revised on Jan 08, 2019, prepared by Al-Farooq Corp., signe ani a' sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the NoticFveEzat 4 c Acceptance number and expiration date by the Miami -Dade County Product Control Section. - MISSILE IMPACT RATING: Large and Small Missile Impact ��':)� Limitations: r4!! 2� is .i'u •! 1. See Design Pressure ratings in sheet 3 for unit sizes Vs reinforcement, shims & Sill adapter options 2. Min Three (3) tracks are required for all configurations. Optional 4-tracks & 5-tracks may be used. Min f% < pairs of cluster anchors (total=8) are required at each Head interlock / astragal ends and three (3) pair ancho (total=6) at Sill interlock/astragal into Cone, Ix or 2x buck to be properly secured and to be reviewed by ""$� 3. Glass lites wider than 36" shall have two setting blocks per FBC requirements. t "4�, 4. Max. Panel width not to exceed 48" wide & 98-1/8"high. For series "Hi -Rise" any numbers of panels are 11 -07 —` which can be fit into overall continuous max door frame height-- 100-1/4" & frame width= 423" and not t.y ce l� 7', max allowable frame area of 294 ft2. `• k^" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and serf v r,[xti following statement: "Miami -Dade County Product Control Approved", 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 ofNOA. 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 fo specti_ i Lthejo site at the request of the Building Official. .14 70 revises h7n►r0T'1'7�7Q6(fgrmer SIW Impact Windows, LLC) consists of this page 1 and evidence pages and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM -DADE COUNTY NOA V:A 0131 I Ezpi'�i• on Dater August 31 2322 ApprgvalDate:- March 07; 2019 Page SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted file referenced below) 2. Drawing No. W12-24 Rev C, titled "Series 60OKM Alum Sliding Glass Door (LMU)", sheets l through 12 of 12, dated 05-25-12 and last revised on MAR 23, 2016, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files#15-0528.16/13-1212.10/#12-0611.03) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with installation diagram of OXXXXX and OXXX aluminum reinforced/non-reinforced Sliding Glass Door, prepared by American Testing Lab of South Florida, ATLSF # 1222.01-I1 dated 04/27/12, signed and sealed by Henry Hatem, P.E. Note: This file has an addendum letter 92, dated 08-30-12 issued by ATLSF, signed and sealed by Henry Hatem, P.E. C.: CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5`h Edition), prepared by Al Farooq Corporation, dated May 19, 2015 and last revised on 02/25/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E:'- MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer", expiring on 01/14/17. 2. Material properties data sheet of Santoprenel21-67W175 glazing gasket supplied by Central Plastic Inc. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/08/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated May 30, 2012, issued by American Testing Lab of South Florida, signed and sealed by Henry Hatem, P.E. G. OTHER 1. This NOA revises NOA #12-0611.03, expiring 08/31/17. Ish q 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.19 Expiration Date: August 31, 2022 Approval Date: March 07, 2019 E-1 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous files. A. DRAWINGS 1. Drawing No. W 12-24 Rev D, titled "Series 60OKM Alum Sliding Glass Door (LMI)", sheets 1 through 12 of 12, dated 05-25-12 and last revised on JUL 06, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition) & FBC 2017(6'h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises & renews NOA #15-0528.16, expiring 08/31/22. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-24 Rev E, titled "Series 60OKM Alum Sliding Glass Door (LMI)", sheets 1 through 12 of 12, dated 05-25-12 and last revised on Jan 08, 2019, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). -1- Ishdq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.19 Expiration Date: August 31, 2022 Approval Date: March 07, 2019 E-2 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6u' edition) and No Financial interest dated NOV 07, 2017, prepared by Al Farooq Corporation,, signed and sealed by Java Ahmad, P.E. (submitted under file 917-0717.06) 2. Statement letter dated DEC 28, 2019, issued by SIW Impact Window, LLC that it has sold all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and No longer manufacture the products and request to rescind the Exhibit "A" NOA(s), signed by Abdiel Lopez, Manager. 3. Statement letter dated DEC 30, 2019, issued by SIW Solution, LLC that it has purchased all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and request Name change of the Exhibit "A" NOA(s) , signed by Steven A. Tourek, Secretary. G. OTHER 1. This NOA revises # 17-0717.06 (former SIW Impact Window, LLC), expiring 08/31/2022. 2. Bill of sale dated DEC 28, 2018 between SIW Impact Window (Seller) and SIW Solution, LLC, (purchaser), signed by respective company's representative, Abdiel Lopez, Manager and Steven A. Tourek, Secretary. 3. Division of corporation listing of SIW LLC, as active status. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.19 Expiration Date: August 31, 2022 Approval Date: March 07, 2019 E-3 �W 810 L THESE DOORS ME RATED FOR LARGE & SMALL MISSILE IMPACT. I SHUTTERS ARE NOT REQUIRED. FAL' SERIES 'GGOKM' ALUMINUM SLIDING GUASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETALS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDOIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL 189 3/1" f DOOR %lD1H (a) PAIRS ANCHORS IN PAIRS % AT FRAME HEAD AT HEAD/SILL/JAMBS / IB AAA. 6-,6-- S J/tl NAR tw.n w,.n,rvry �n„n i MEAD/$ILL 3' HEAD/SILL CORNERS I � I „ III I 11 ,1 i/ I % OD iv D N E u T— _ I of I I� ` I` I f IT,,, OPTIONA al J/B I' al 3/8 OPG. WEEPS D.L OPC. Jj DL. (J) ppIRSJ AT FRAME SILL FACHEPANELOF _ _atl (MAX) ' PANEL WIDTH TYPICAL ELEVATION PRODUGrDEvIlav NON-REINF RESIDENTIAL SERIES (MAX. 4 PANELS) I=!Yae An,y .C:xAPi-PRLl9 Eapin We DeN[N14;;�d2 19d PmJ.M Cadml DAYUTE OPENINGS: D.L.O. HEIGHT PANEL HEIGHT - 7.375" D.L.O. WIDTH = PANEL WIDTH - 6,625' DOOR HEIGHT = PANEL HEIGHT + 1.875' (•lw 1DSDi Jan B,2019 STATE OF Bmwlug no. W12-24 Im Ip- I T IF g ------------- F X X X���jl0 YgSam^om o y n £ 1'IA II c �➢ m F £�� T p 00 O N z m nz a .'alp Pm E,o n ull •mT nn m b in _ P Z N O DZ 2 mA y nit 'Z' o JMAB F---N—JAMBS CORNERS o am.� Ds_2s-n rev's ons SERIES '6COKM• ALUM AIDING GLLSS DOOR (LM.I.) AL -FAR OOQ CORPORATION -- ENGINEERS &PRODUCE DEVELOPMENT s eml¢ 1/2'�1•-0' • oe eo lz e[v. rcx lrt«muu[ws SIW SOIUti00 S, LLCll. 9360 SUNSET DRIVE, SUITE 220IF to N b ¢ m.l+.ls ua0nrzo 10 zJu [ac cJ)j $, CONGRESS AVE. #102 MIMH.ELORIDA331]3 (CA.N. 9598) c N a.. 6,: Lulo c oz22.,s Rn. ccR¢ER 6ouPEM6 DELRAY BEACH, FL. 33445 nl..(306)264910o car. [3os 2¢2..'. o mm,� uo cruxu wls s,m N {a 9 <6k bf. [ 4a5.:e [nWun wu[ 5[v. LEL (561) Da-919i fAlf. (561) iN-9R62 COMP-ANL�W12-2451W i ODOR HFJGML O� s p c �i 98 3/6� '^ Oo m n� , PANEL HEIGHT 91• �I D.L OPG. S o m �B1g i N � 11 _L J O N � pp O r z ��� 3 � o�z F WnN 40 I' l� jnIj1 3m� £m I--- 6' MA1L� 1 DESIGN LOAD CAPACITY - PSF AKML[ M'D 1/2 SHIM SPACE 3/6' SHIM SPACE NON-REINF. PEBIOENPLLL SERIES STD. INTERLOCK REINF. III -RISE SERIES M.D. IMTRUOCM WQ. SALE REIN£. HT -RISE SERIES H.D. INIEItLOCK/HTC. STRE SAID.. WOiN WG6 MRHRCM IHMES EX1.(f) INT.I-) E%f.(4) TNT.(-) E%i.(4) TNT.(-) 4)-)/16 40 82 50.0 1 60.0 90.0 900 1 98B 90.0 1 110.0 Soo 600 98.0 90.0 110.0 q-]/I6 4 94 50.0 60_0 90.0 98.0 90.0 110B 0.08 560A 9D.0 98.0 90D 1 110.0 O-0/I6 46 gO 50.0 _60.0 SOLD600 90.0 98.0 90.0 00.0 90.0 90.0 90.0 110.0 O-)/I6 46 96 50.0 600 90.0 90.0 90.0 BOB 110.0 50.0 60.0 96.0 90.0 110.0 46 9B 600 90.0 98.0 90.0 I10.0 50.0 60.0 900 98.0 90.0 1t0.0 4]-]/16 1 TOO-1/4 1 SOB 60D BOB 1 9&0 1 90.0 110.0 O C INTERLOCK uiG STILL/LOCK SIRE NON-REINF. RESIDENTIAL SERIES STD. INTERLOCKS AVERPDE PPNEL WIDTH DOOR WIDTH NUMBER OF PANELS ALL EXTERIOR(+) LOADS SHOWN W CHARTS ABOVE ARE' FOR DOORS WITH 4' SILL HEIGHTS. FOR 2-3/4' SILL HEIGHT LIMIT EXL(+) LOADS TO 50.0 PST FOR 2-1/4- SITE HEIGHT OMIT EXT.(+) LOADS TO 45.0 PST SEE SHEET ) FOR DETAILS DOOR HEIGHT AND WIDTH SZE MUST COMPLY EGRESS REOUIREMEMS PER MC AS NEEDED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Ot tiJ INTERLOCK Mm. SALE/LOCK STILE REINF. RI -RISE SERIES N.D. INTERLOCK ITEM PARTY QUANTITY DESCRIPTION IATERML HAKE./SUPPNER/RAhMUKS 1A 19 702 Srv,-OJq 1 3 TRACK FRAME HEM 6063-T6 1 1 TRACK FRAME HEAD 6053-16 1C SIN-001 1 5 TRACK FRAME HUD 6063-T6 2q ]01 1 3 TRACK FRAME SILL 606]-l6 - 2B SIN-005 1 A TRACK FMME SILL 6053-T6 - 2C SA-002 1 5 TRACK FRAME SILL 6063-TS 3A 703 2 3 TRACK FRAME JAMB 606J-T6 6063-76 __ 32 SM-OO5 2 4 TRACK FRAME ..9 3C SW -WO 2 5 TRACK FRLME JAMB 6063-TB 4 )O9 1/ PANEL PANEL 10P RAIL --- 6063-16 5 710 1/ PANEL PANEL BOTTOM PNL 6063-16 6 705 1/ PANEL JAMB/LOCK STILE 6063-T6 6063-t6 6063-TG )0] 1/ PANEL STD. INTERLOCK STILE 5 )Ofi 1/ PANEL H 0. INTERLOCK STILE - - - 9 t(A 706 --- _704B AS RE00. ASIRAWL STILE 6063-T6 AS REOD- 2-1/4' SM ADAPTER 100 AS ROBB, 2-3/4- SILL ADAPTER ( SILL MMIER W63-T5 IOC ]IMA AS ROOD. 6083-M 11 12 900 T.& AS REGO, REINFORCEMENT 6063-T6 AS REOD. JAMB ANCHOR COVER 13 - AS REOD. GLAZING WKET SMTOPRENE POLYPROPYLENE CENTRAL PLASTICS 14 W22285NK AS RE0D. DIN SEAL PILE H SIRIPPING ULTRAFM - 15 9270 AS RE00. BULB W STRIPRNG NMt -- - I - 16 D)505AMw AS REOD. PILE PAPS -I VLLRAFAB I6 - LOCK$ ANEEMORY XAQDWARE 19 21 _ YN % 1-1/2' ]/ PANEL RLE ASSEMBLY - - - 2/ CORNER PANEL ASSEMBLY SCREWS PH Sus -1/4' HEAT STREWD GLASS BY KumraF America. Inc.' _1/4' HEAT STREN'D GLASS GLAZINGI ^GoQ^ Ifff'DETAIL 9/16' OVERALL LAwNATEO GLASS Ir "ROUMCf REV`^'^ r awPlJt¢:�vb We Hrf{L _ i B y i3 3 Iruwlnp Cuue A .. No 19-D13i.\9 mprx. da a�Ig� E ,Nrv,'vu MIe�'a�. ALdFb YaBwt GaTMW oo�- M1 _ NO. 70592 Gr- "Q'. STATE OF 4(/�� "gs :Rcmol;_�Ci�< drawingo no. W12-24 I _I EXTERIOR XO (SHOWN) Xx (SHOWN) Ox IEXTERIOOR ' ]' X I/8' TOP & BOTTOM WE & STILE (I) PER LEG Ox—XO(SHOWN) UPTO W . 1 NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS ] & 8) REVI%D t rxb WeiLMa !tie/m ayy RESIDENTIAL SERIES WITHOUT REINF. o og a� a ' 0 WNW Q) O C GNn a 00Wn p�N 0 aco LL zLL aZ$. `.I �I 0 Nw �I0 . OVt¢Z¢j'm 2OW r OUm NN¢ n W Vlmo: Vo.1C8B2 Jan8,2019 �{pf STATE OF F dl. no. W12-24 �1- EMERIDR u 1; 1y1 OX-O(SHOWN) O-XO (D o P F x %XX (SHOWN) REINF HI -RISE SFRIES APPROVED CONFIGURAIDONS UMINDED P. FLS MAX PANEL WIDTH - W t6 a �eo�m ` NOTE: e CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY O N n (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS T h 8) (3 0of ¢¢m THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR B TRACK o A O FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENTon- O qy� MAX. NOMINAL PANEL WIDTH - 48" MAX. DOOR HEIGHT = 100-1/4" LL Z h e e MAX. OVERALL DOOR FRAME AREA = 294 SQ. R. of ^_ MAX. OVERALL FRAME WIDTH - 423" Q W m 2 R I O Jan { No s O , i m ;e 7m $E w,0 zo YJ �3:n�•, rc llNmo:, mmcr� plTb{wbhl4AazldW bgdinr fuh A«oplm«ne Iq 4-4-�/ arc 4¢ I lu, j ILLS ,-mkl l REINF. HI -RISE SERIES WITH REINF. �- UL_� Jan 8,2019 �� 8rawing o. 6UTE OF ALORIDN. G . •,a.. W72-24 4,U o� rElf LJ z 0 m� 0 ___ EMERIOR] 0m ¢m o 016 00 H 00Z� Q mY C: H c� ` E Ly x i h u R OX-XX% S n w DWN C%iER OR 'Jan e i 0 z � P .__�yom� _ EMERIOH [Fff �fl O%%-%%O (SHoxm) 7 � R INF HI -RISE SERIES •AODUCfiIEVIIBp s M _ APPROVFCONFIGUR<TIONS ®�slh•f `I'M d•FT•IW E a D UNUMOED P/MELS MAX. PANEL MDTH = e9' NOTEi D^"°i^s C•de CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY Amepne<e N^ 19-o13t. 19 `o_ W e a. E<prerc^ 0.¢ (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS l & B) THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 6 TRACK Mr.w Par Pmdrgl CooYd FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 49° REINF. lil—RISE SERIES] ^ ^ e ^ MAX. DOOR HEIGHT = 100-1/4" MAX. OVERALL DOOR FRAME AREA = 294 SO. FT. WITH REINF. a g c g 6 MAX. OVERALL FRAME WIDTH 423° L11111u41TA r�je ^ y =``• Jan 8 ' 2019 Z UO�J ' O STATEOa �C drawing nol " IlII�i iL �A`` sHeet 6 o1121 ��T O IN S IN PNRS TPIf/J, ANCHORS IN PNRS CA- ANCHI IN PAIRS �k ///���'''CLUSIER OF • 5 Ai STILE ENpS TPICAL ANCHORS IN PAIRS / \SEE ELEV. FOR SP G CLUSTER OF { PNRS O STELE ENDS w CLUSTER OF 4 PARS AT STILE ENDS LESSER OF { PAIRS AT STLE ENDS m \ EE CLEV. FOR PARTS A ? SEE FLEV. FOR SPACING SEE ELEV. FOR SPACING (yI TRY 2W WOOD BUCK o METAL 'j iv (SEE iE BELOW) o \ EWE 1 STRUCTURES O H n J 1/4' \ i ` (SEE SPEC BELOW) 2 NiN. EDGE Dlsr. �I 3 1H' "' 3 EOCE 01 a I/<` 11 ^'s n M.N POpu CONfftESE i• I MIN. - f C) 6 W =0F OG2m :1z,N„ E 060Q �NNp 620 TYPICAL ANCHORS: SEE EIEY FOR SPACING MMUI-unE COUNT, APPR'O ..LUD 1 /4' OIA ULTRACON BY 'ELM (Fu=In KSI. 1y=15 SEE SEPN TE xw INTO WOOD STRUCTURES II 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) Q W gIt ^ j 0 °u y 4( w c Y I / U THRU 1BY OR 28Y BUCKS INTO CONO. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) "�'�L .1-1/4- MIN. E BED INTO ONC. OR ASONRY MRS)DIRECTLY INTO CON OR PAIRS AT STILE ENDS 2' MIN.. EMBED INTO CONCRETE (HEAD) SEE PUN. FOR SPACING 1-3/4- MIN. EMBED INTO CONCRETE (SILL) 1-1/4' MIN, EMBED INTO CONC. OR MASONRY (JAMBS) < H. NNIJ. 1/4" CIA. TIERS OR SELF DRILLING SCREWS (UWE 5 CRS) a.I O0 m INTO METAL STRUCTURES :• i- o nz STEEL : 1/8" THK. MIN. (Fy = 36 KSI MN.) Y!I Oo m ^ ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) $ �m < (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n 3ME5" 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CPS) u f/lrn o I INTO MAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8-) (NO SHIM SPACE) ®�DUCf REVIBF➢ TYPICAL EDGE DISTANCE PMKMLb N`P�ML buNly Com INTO CONCRETE AND MASONRY = 2-1/2' MIN. zawlAeLxno ll-0131.\9 I II I INTO W000 STRUCTURE = 1' MIN, E4pronU.Ie�2— INTO METAL STRUCTURE = 3/4' MIN CURED TO ME. JAMB (2 1/2" PH SMS WOOD AT HEAD OR JAMBS SG - 0.55 MIN, CONCRETE AT HEAD. SILL OR JAMBS I'G - 3000 PSI MIN. x C-90 HOLLOW/nU-ED BLOCK AT JAMBS fin 2000 PSI MIN. - --- PROPERLY SECURED 1BY OR 2BY WOOD BUCKS AND a G METAL STRUCTURE NOT BY 'SIW SOLUTIONS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM p i SAND TRANSFER THEM TO THE BUILDING STRUCTURE. n o �vi TYPIGL PHC"CRS I aRs CLUSTER OP J PAIRS i STILE ENDS SEE ELLV. GOR SP/�LL LIMIT MAX. LIMIT W. LIMIT MAY.. ENT (+) EGDS M.(+) LEADS W.(+) LEADS i0 90.0 PST TO EDO PSP TO 450 PUT RESIDENTIAL SERIES HI —RISE SERIES in 8,2019yOC m G. 211 4 TRACK FRAMES' ANCHOR LOCATIONS \ IBY OR 2BY WOOD BUCK (SEE rvOTE ON SHEET T) TYPICAL ANCHORS JFORSP�INO C ' MAY. IMS Dp IN ET 3%T �I 5 TRACK FRAMES I ANCHOR LOCARONS m r NCRETE i I EO 3 SHIMS, I oprmNA1 u 1YPICAL ANCHORS IN ] ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING �o 100D BUCK SHEET T) Z m m O 3 n W rf z ; =� oho o WH ym ��C Q oG ry �oww LCN 9 0 ao; TYPICAL ANCHORS 0 a 3 p' ISNE 3 E S EEE ELEV. FOR SPACING ^ C W Z _ U. Z M _ m cP /2A). 11 Q wAEr I SHIMS SEE Op IN0. SHEET ] (� J II} v m al t a Tara —TO UU I II I III 0 U m r 3 $ In } e .a• YS 3l � I I J l/) H� pAOaUCf YEY®FB I•°�pII�KPi/a IM1[1bW LeginQ Cmle A«<RMN«rvo �4 -ot 31. 15 e,rvrnm wm P IZlron_ W. Kv. TOBB2 _ U a a Jan 8,2019c ff, E- Vj Growing no. ORtOP..�G�` W12-24 sheet B of 12 TI M ANCHORS I^ TWICA ANCHORS IN PAIRS SEE EI . FOR SPACING /\ /� X _I/SNMMA IN SEE Op IN _) 'j SHEEI } OVEeAll DOOR WRITH - 189 }/a' (; bHIMI, sEE DP Iry H SHEET } M fN LEK$ NO& F AT l" FROM ENDS AT STRUCRIRE AND 13 O C (SEE SPEC I—� _ SHEET T) W. SEE NOTE�SHEET 1 NON—REINF. RESIDENTIAL SERIESI C 1/]" u X. SHIMS SEE DP IN TYMM SEE EEEO. FOR UT. PACING Flo.. will rpe pykly IH�A.eceee 19Q-or31. Elry ya..y,e Oue i 6. 1-5L.-.. ?. IJa08,2019 _ SFATE OF 4/� �� drawfig no.l �TORIOF.•' V ; Z 0 3 Z. n W (Y.OpV C!O N� T ICAL ANCHORS Q• O C IN PARS YB % J/<' PH MKS SEE ELEV. FOR SPACING AT 1' FROM ENDS x 1/2' wix. AND IY O.L. V O>� SHIMS PANE1 WIDTH a ¢ ¢ < 8 SEE DP IN o O O_ Y¢ SHEET l x H o ry D.L.D. D1 D2 D2 E1 C pza • IaL i'" LL ° S v — G W P f ry I r s I� i 0rcz4 �-- \ D �- PANEL WIDM FXTERIOR D.LD. ppm ^ a IBY OR 29Y PPHEL WIDD, o W000 BUCKS SEE NO SHEET t w OKRAL DOOR WIDTH (MULn PANELS 24'-B- MAIJ ry ) I�S510 In i pl)Ic�wpb TY F'LTiy n 15-6131 Iq Eapm Dn7-euimz bfTd Pmdm CYNd °A_ D. 170M J , Jan 8,2019, % +..!LOrt.O!.:' ��'� W12_24 REI IF. HI —RISE SERIES �'SS"ONAL E?aG��� sneer 10ol 12 fr- -a J]5 - 6.025 1R5 -953 -_ 1 I N3 L1I25 .-.125 L� 068 Z_I.6]5 lO 5]]IB 5]] _]] Qpq II I I�.R50 .250 ,y� 1.4]1 F.O50 I-A24 O O N `e TA 3 TRACK FRAME HEAD to 4 TRACK FRAME HEAD l0 5 TRACK FRAME HEAP '�'0]5 C e 9 ---- l9J]'�I .125 6.563- 1 125 I`� B.,eB. �,125 - HARDNESS ]} SHORE A -_5]0 TENSILE SIRENI (1005 STRAIN). 4C6 PST uoW p>_ p' m m Q m Q a G Q o 1, -{ f ? n _� { �- 1.000 TENSILE 6TRENGTH (BREAK)= 1058 PSI 0 tt f i.000 ,500 A ± =�- -� _� -�{ W0 sOp _4 ELONGATION AT BREAK . 460% SPECIi10 GRAVOY - 0.98 ar N N p C 2 ry _ .500 _j LLia_ol of ^_il I F"- --- -5431�- I^].064 - -- B.689- - - -"- GIAZINC CASKET SVIIOPRENE J W ma Q m E I i '�:�� `l 3 TRACK FRAME SILL 29 4 TRACK FRAME SILL 2C 5 TRACK FRAME SILL 1S ENIRDDEO BTONIRAL PIASTICS' -y 1.250 ,.Btx �y 1250�^ 1 _ 1. I 1 r L250 .OB2 .125 .125� --[ 125TE 5 3.625 944. I L551 L- I �N Ii J w n 1.375 1,375 2D5 � 11,800 - -'� _ [ h : r 25. 13]5 .250 � �1 Lt41 P - 2, ORS m 5.000 6625 8.250 (1 .312-^� 312-I .312 STD. INTERLOCK STILE ---3.187®/4" loG 4" SILL ADAPTER - OBO - - SILL ADAPTER 2-3/4" SILL ADAPTER in 1.250 .080 N P r � 0 0 - 949 � _. D60 Saxe .3.8� 1� o6R Z z �_ 3 TRACK FRAME JAMB (a 4 TRACK FRAME JAMB Sc 5 TRACK FRAME JAMB L455 IRS I .045- �WCTYEVIBfB 1812-� rMaww HeFwu, AaeDmano l95E0�13111.1y "" m _ p 'w'3 e nia Ti 1.230 T� -T .9<9 1.375 BtR- Q H.D. INTERLOCK STILE 1R JAMB ANCHOR COVER 4a rbn De\,_py�Z,-i ..., Mr.r•1�rdun CowN 1.585� ah °zl+lu „D a rFM^J-fT .100� J.I65 .100 r IJ65 i 1111/44j v O m o o ur LJUU �- I TDS 4.222 LKiLI j9 J.0)0 .08281 `T111111 Pp.AppF,p�zzoi 2.5212' 0 m L- WR _ 082 I'`'TI 220J 9a9 L ' .949 -1 1.230 L R � 8oCw,F2019 no`.0 Ww2-24 %%'0O' •S. ••. 6JTAaoTnm_ c9� ( '/f]�®c�AL �]SN] PANEL TOP RAIL Q PANEL 0070M RAIL O ASTRAGAL STILE I I REINFORCEMENT © JAMB/LOCK STILE sheet 11 of 7 Q 1 I PANFL TOP CORNER OP ' v �N PANE BOTOM CORNER S ALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE., r r-i NOTCHES FOR HEADER LEGS FRAME SILL BOTTOM VIEW TROUGH REOD. AT CENTER OF EACH PANEL SILL ROTATED 99 TO SHOW WEEP DETAILS `ODDUC F CE41" Nlyi.y win ue Fb" t—Ul, NP. 7M2 cm m•.N CaWrrao Deie�12 1i '. Jan 8,2D19� OF [Sl: Mr..11M vl�ropuLy G�o1W �i� �'.RO@IOP..'.0 8i o �Nu U e JQn� of l C� � OKS m ' UUG 1 OOs. 8 OCUm DLyYn 04 Nmo� J I a in J tlraw'ng no. W12-24 sheet 12 f1211 MIAMI•DADE RFCkFD MIAMI-DADE COUNTY 6 ✓Aty PRODUCT CONTROL SECTION 1 1 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE ttttog 6 Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 4 1) Aa7. T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) CooQtY PAt w miamidade.eov/economv SIW Solution, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 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 ode, includingthe High Velocit3 Hurricane Zone. a —C a .. DE'SCRIP ION: Scrres ° 5�P800 " Al m ni umliOht foldtn'�Doors -L�tiII r APPROVAL DOCU NTi DI g` o W14`I8Bev E, tithed "Series 800 Alum Out folding Bi-Fol _ (L.M.I.)", sheets 1 through 15 of t 5, dated 04-10-14 and last revised on Jan 08, 2019, prepared by Al -Far Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Contr ecct MISSILE IMPACT RATING: Large and Small Missile Impact fi. �"' Limitations: > I. Door is rated for water infiltration with Std bottom track item #2 Door is not rated for water infiltrat w ly,ow profile bottom track item #2A, unless overhang complying per FBC is provided or system is used where infiltration is not required. ;- 2. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state an ser s tww?dA following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been iio 61ang'e: """"' 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 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. Nifits NO . sesNOAP#17-10141 08 onsists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval Vi en mentione above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. - NOA No:°19 013 . 7 MIAM4DADE COUNTY ^'> E piratioa Date: A rtl 0�2i20201 M ® '"L Approval"Datc Febrrua y 20 2 91� a r� V. Py Page 1 R l SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below). 2. Drawing No. W14-18 Rev C, titled "Series 800 Alum Out folding Bi-Fold Door (L.M.I.)", sheets 1 through 15 of 15, dated 04-10-14 and last revised on MAR 26', 2015, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS (submitted under file # 14-0909.13) 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 (See Sill details in sheet 8) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of Aluminum Out folding doors, prepared by Black Water Testing Inc., Test reports # BT-SIW-14-014 (1), (2), (3),(4) and (5) , dated March 19, 2014, all signed and sealed by Yamil Kuri, P.E. Note: The test reports 9BT-SIW-14-014 (3), (4) &(5) have been revised by an addendum letter dated 11/25/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. and have hardware & additional Extrusion Dwgs issued by Black water Testing Lab dated JAN 07, 2015. C. CALCULATIONS 1. Anchor verification calculations complying with FBC 2014(5" edition), prepared by Al-Farooq Corporation, dated AUG 21, 2014, DEC 17, 2014 and last revised on JAN 19, 2015, signed and sealed by Javad Ahmad, P.E. 1 Glazing complies w/ ASTME-1300-04 & -09 D. -QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5" Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/20/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test reports. 3. Addendum letter dated 11/25/14, along technical cut sheets of hardware and extrusion Die drawings for test report # BT-SIW-14-014 (3), (4) & (5), issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. G. OTHER Test proposal dated 08/27/13, signed by Jaime D. Gascon, P.E. Ishaq I. Chi anda, P.E. Product Control Unit Supervisor NOA No. 19-0131.17 Expiration Date: April 02, 2020 Approval Date: February 20, 2019 E-1 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. W14-18 Rev D, titled "Series 800 Alum Out folding Bi-Fold Door (L.M.I.)" sheets 1 through 15 of IS, dated 04-10-14 and last revised on SEP 27, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. CALCULATIONS 1. Anchor verification calculations complying with FBC 2017(6"' edition), prepared by Al-Farooq Corporation, dated SEP 27, 2017, signed and sealed by Javad Ahmad, P.E. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5'" Edition) and FBC 2017 (6` Edition), prepared by AI Farooq Corporation, dated 09/18/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA #14-0909.13, expiring 04/02/20. 3. - New Evidence submitted A. DRAWINGS 1. Drawing No. W14-18 Rev E, titled "Series 800 Alum Out folding Bi-Fold Door (L.M.I.)", sheets 1 through 15 of 15, dated 04-10-14 and last revised on Jan 08, 2019, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). kL,',� `. C L,. J� Ishaq L Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.17 Expiration Date: April 02, 2020 E-2 Approval Date: February 20, 2019 SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kurary America (former E.I. DuPont DE Nemours & Co., Inc.) for their " Trofosil Ultra clear, clear & color PVB glass interlayer formerly known as Kuraray Butacite ® PVB interlayer", expiring on 07/08/19. F. STATEMENTS (submitted under file 917-1011.08) 1. Statement letter of conformance to FBC 2014 (5" Edition) and FBC 2017 (61' Edition), prepared by Al Farooq Corporation, dated 09/18/17, signed and sealed by Javad Ahmad, P.E. 2. Statement letter dated DEC 28, 2019, issued by SIW Impact Window, LLC that it has sold all assets of Exhibit"A"NOA(s), equipment's, accessories and "Know how" and No longer manufacture the products and request to rescind the Exhibit "A" NOA(s), signed by Abdiel Lopez, Manager. 3. Statement letter dated DEC 30, 2019, issued by SIW Solution, LLC that it has purchased all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and request Name change of the Exhibit "A" NOA(s) , signed by Steven A. Tourek, Secretary G. OTHER 1. This NOA revises NOA #17-1011.08, expiring 04/02/2020. 2. Bill of sale dated DEC 28, 2018 between SIW Impact Window (Seller) and SIW Solution, LLC, (purchaser), signed by respective company's representative, Abdiel Lopez, Manager and Steven A. Tourek, Secretary. 3. Division of corporation listing of SIW LLC, as active status kc ILl a,1, � L A , I— Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No.19-0131.17 Expiration Date: April 02, 2020 Approval Date: February 20, 2019 E-3 THESE DOORS PRE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 800 ALUMINUM OUTFOLDING BI-FOLD DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ISY OR 28Y WOOD BUCKS h BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANU:S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERMS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCRENS, TWAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS, OF TIE 2017 FLORIDA 81DG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENING THIS PRODUCT AND SEXINGAROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DOORS WITH STANDARD BOTTOM TRACK (SIWB02) APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH LOW PROFILE 8070M TRACK (SlWS04) NOT APPROVED FOR WATER RESISTANCE. Z my P! 0 0� a N� IL Q ` IS t„WN O oin jl 3/16' IEMP,. CV55 0 OR.- $ .. 3/I6' HEAT STREN'D GLASS , J/B' AIR SPACE 0 0Or66 � K d 090' Interloyer 3/16' HEAT STREN'D GLASS M Q 0. x s N w .i, Trosllol PV9 U. a BY kumm roY Aenco, Inc.' r3/16_ NFpT $TflENO GLASS .090" Interbv y r Trosllol P/B Ann -pc.. InC., J Q a Q JY W P f= I I 3/16' HEAT STRENO GLASS—, 1 �I II. J1.in E995 iI i' !I- 1 SILICONE < - DIOWSIL f "i ~OOWSIL 995 -1 D ANI „ CW m I l A O a i n rc rc N. \ 21 2 3r.� ` - DGC SPANA- ER EDGE SPACER - - " m 11 (n m o �'^ M. STEEL � GLAZING DETAIL 7/16. OVERALL uLA M. GLASS I' GLAZING DETAIL OVERALLwSUL, (AN. GLASS (F nFTiTil NOTE' VERIFY COMPLIANCE WttH EGRESS LIMITATIONS WHERE REQUIRED. 17 AHP.'�ii� - d r�cENsp'+,. U L Nn T05B2 tr I Jan 9 ,2019�c c STATE OF ((Y� drawing no .! CR1DA:' W14-18 243 5/8' (.0.) P 000R FRAMEWIDTH M. (WITH STD. PANEL EL STILES) 4" LWL ANCHORS ATHEAD ENDS CLUSTER OF 8 6 OR 8 HEPD/SILL GOPHERS AT a O.C.- �SEE CON SHEET B 52 A 1 ' '1' _ _ ice. 51 II 1)144, IJ /- I ED ✓ d-- 6 // III /i \\^I T 54 j ' 57 05 YI/ 26 I / 6 25 I i jI I I I 6J 5a \ / 1 _y F9 I , I 52 I L 301/! 301/4' - 30 I/4' -' "( —` - ��OL. OPC. O. L. OPG. ' ` l 12slu Sl j o rvGES FUROR SURFACE APPLIED /PNCNOR ttPE 'K AN HORS TTPE A INTO CONC. u FALSE MUNTINS 40' MA%: INTO CONCRETE 40' MA%. \ i�DUCf DEYN� PANEL WIDTH Ai a' FROM ENDS \\1\\.... CL SILL STILE ENDS MAY BE USED PANEL WIDTH CLUSTER OF 4 rvA�N"�'�B"'B' (W/ STD. STILES) (W/ SiO. SOLES) u.D ll' O.C. LyMaR Cede AT <' O.C. AbePuan No _ .ma,1 rwePTca.em / STANDARD PANEL STILES EXTERIOR ��'" lY/ STD. BOTTOM TRACK - MAXIMUM DESIGN LOAD RATING =+ 70.0 PSFI TYPICAL ELEVATION PANELS TESTED CONFGURAPON) (FOR LFTf yM SHOwN OR SMALLER) — 70.0 PSF PANEL SIZE, BI-FOLD DOOR WITH OUT -SWING LEAFS h5 PERYNiEO BT f8C REOUIRENENT5 STANDARD PANEL STILES AND STANDARD BOTTOM TRACK .... NOM. PANEL MOM - (DOOR FRAME MOTH - 3R25-)/6 PANEL HEIGHT = DOOR FNUAE HEIGHT - 4.lM' DAFUffE OPENINGS SI% PANEL DOOR CONFIGURATION WRM FOLDING AND SWING PANELS SHOWN. Tl\ fUtttA ry AHAp,� DLO MOTH NOM. PANEL WIDTH - 9T50' TIED HEGHT PANEL HEIGHT - 14 ODOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET B I USING THE STILE CONFIGURATIONS SHOWN HEREIN : .TOSS2 - NOTE: Bn B.201 GLASS CAPACITIES ON THIS SHEET ARE BASED ON AST)A E1300-09 (3 SEC. GUSTS)�.F(oRlO!.•G AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 O. STATE OF L 4- MAX HERO/SILL CORNERS _A 243 5/6- (NNL) DOOR FRAME WIDTH �{ (WRH SID. PANEL STILES) ANCHORS AT HEAD STILE ENDS CLUSTER OF 6 OR B T 4" 01 SEE CHART ON SHEET 9 13 MI _ __ HEAD a SI s] s4 r - S4 S] 9 9127 9 9 I we j ) 5] dF ZZ 25 6 R5 / I�� u IUCL-26 2] 36 Imo] -- `iL JS4I �I 97 � I r12- MA%. r 21 mw EXTERIOR NGES HINGES D.L. OPG. �- D.L. OPG, M D.L. MG. C//'� SILL PNCHOR ttPE 'A \ ANCHORS TYPE A INTO CONC. SURFACE APPUEp J - 40' MA%. 40' N INTO CONCRETE ` `Ai SILL STILE ENDS <'U rRUp.><FaEVT>d� FALSE MUNTINS AT 4' FROM ENDS u[M�PIF1ai -NA AM MAY BE USED PANEL WDM PANEL WIDTH AND 14' OC CLUSTER OF 4 NMJive CML (W/ STD. STILES) (w/ STD. STILES) AT 4' O.C. =o M.u.e No /s_p131.17 E�µisiee Wre 4 /•i r'i� Y '- secr`�'isrn� STANDARD PANEL STILES E%TERIOR rW/ LOW PROFILE BOTTOM TRACK � MAXIMUM DESIGN LOAD RATING - + 70.0 PSF (FOR IFAF SRE SHOWN OR SMALLER) - 70 PARE CPF TYPICAL ELF ATION (6 PANELS CONEDGRATIDN) I AS PERMRIEO 6Y FBI REQUIREMENTS BI-FOLD DOOR WITH OUf-SWNG LENS -- NOM. PANEL WIDTH (DOOR FRAME WIDTH - 36251/6 4 NOT APPROVED FOR WATER RESISTANCE, PANEL HEIGHT a DOOR FRAME HEIGHT - 3375- SEANOAflO PANEL STILES AND LOW PROFILE 3070M TRACK DAYI.DE OPFNINC.S SI% PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN DLO WIDTH NOR. PANEL WIDTH - 9.]50' DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET B OLD HEIGHT . PANEL HEIGHT - 14' USING THE STILE CONFIGURATIONS SHOWN HEREIN. — NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 14,% Z m Q8 < 6 O OO$ aA" eOt cr > 0 �5�p D afrrK LL zya' 0 Q ,OIE "" a,G' No.]0592 a J.H. " STATE OF drawing DO. ;!2cmoy��y� W1 4-18 i 219 5/8- (MAX.) FRAME WIDTH (WITH NARROW PANEL STILES) 9� MAX, ANCHORS AT HEAD STILE ENDS HEAD/SILL rI CLUSTER OF 6 OR 0 Z CORNERS 1 AT < OC. G r Wy / SEE CHART ON SHEET 8 12" MAX 52 ]1 _ J/ HEAD 51 Q a i ry IfQ]OD`m o p N ___ ° fs] Oom y n¢ 1D I '.2] 10 ID O Gz g a wzLLN y"y I Ii I kL imF_F"o I Q mFk (— \kI P. m rc of Sri' a� 36 2] 26 33 ✓+ 1 � � � 9; ain it k iol(3 <' 1 2] m. _J I I li S] W i 9 cw1` N U m ]ED Ll DUI 52 30 __ 30 30 - f - 51 EXTERIOR INTERIOR AP �INN�N O.L OPG O.L. OP4 O.L. OPG \ L' 13SIL HINGES MINCES $I TYPO r ANCHOR ttPE A' O JL_ INiO CONCRETE nNCHORS TYPE A INTO COFC. 36' MA%. _ _ __Jfi Mq%. AT 4 FROM ENDS �qi SILL LE ENDS 9'RIFI vw" PANEL WIOTI PANEL WIDTH AND t2" O.C. CLUSTER OF a a P121MM1bnMrwa (W/ NARROW STILES) (W NARROW STILES) AT <" O.C. OWIB[Cwte W z 0.1e '4�h�9- to ryl� saA�&6.vMry Cea�u o�E ciEXTERIOR i NARROW PANEL STILES 1 W/ STD. BOTTOM TRACK ttPICAI_ El EVATION (6 PANELS CONFIGURATION) MAXIMUM DESIGN LOAD RATING = + 50.0 ESP RI -FOLD DOOR WITH OUT -SWING LEAFS (Pofl UEU` SIZE SHOWN OR SMALLER) - 50.0 PSF - �:„ ✓ n N ry NARROW PANEL STILES AND STANDARD BOTTOM TRACK AS MMMITIED EL EIC REOUIREMENIS SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET B USING THE STILE CONFIGURATIONS SHOWN HEREIN. PEE; MR 7OA92 \ I��� NOR. PANEL WIDTH (DOOR FRAME WIDTH - 3 A25 )/6 -_ {T ; P, PANEL HEIGHT = DOOR FRAME HEIGHT - 9.188' v NOTE: I) Jan 8,2019 f$'T DA R OPENINGS GLASS CAPACITIES ON THIS SHEET ARE Y �Q TAPE OF 2IA�� MFawng DLO WIDTH = NOM. PANEL WIDTH - a0DO' BASED ON ASTM E1300-09 (3 SEC. GUSTS) ..... �W 14—' 8 DLO HEIGHT = PANEL HEIGHT - 10" AND FLORIDA BUILDING COMMISSION SS, '. d DECLARATORY STATEMENT DCA05-DEC-219 ��iq ®M1 F�l11ps sneer 4 0115 5] 59 I _ I 59 I 35 / 25 �j 26 � 26 I J / RI 219 5/6' (MAX.1 FRAME WIDTH (WITH NARROW PµEL STILES) ^s A. AAA. HEPD/SILL CORNERS ANCHORS AT HEAD SHIE ENDS r CLUSTER OF 6 OR 8 AT a' O.C. Al SEE CHART ON SHEET e 5] Ct 10 r D1 10 r I E1 Or, 10 / Ft I / 10 i r \ EI I, `\ 10 D1\ 2J 10 I 100 / 1 I / \ m� // I __ _--_---rl // // �� ./ II r �� // / 5A % •/ 9 i Y ag zs 26 i T6 26 25 / I 26 ,,,fff ♦ I / I T] fiJ 5] y \ / 56 • 5] 30' 52 30' i / /nCHOR TYPE 'a' rl ` \ ~ SILL D.L OPC. D.CPG. L nOPG. L [HMO CONCRETE ANCHORS TYPE A INTO IDN[ PANEL WIDTH PPNEL WIDTH ANO 13 O.C. �CLUSTER SOr cnw IN/ NARROW STILES) (W/ NARROW STILES) AT a' O.C. - I., bed— —mot PAN I AI F• NOM. PANEL WIDTH - (POOR FRAME WIDTH - 3.625-)/6 PANEL HOCK - DOOR FPNAE HOLM - 1375' DAYITF OPENINGS OLD WIDTH NOM. PANEL WIDTH - 6.000' OLD HEIGHT PANEL HEGHT - 10' —32-Vi EXTERIOR TYPICAL ELEVATION (6 PANELS CONFIGURATION) BI-FOLD DOOR WITH OUT -SWING "S NARROW PANEL STILES AND LOW PROFILE BOTTOM TRACK SIX PANEL DOOR CONFIGURATION WITH SOLOING AND SWING PANELS SHOWN. DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 USING THE STILE CONFIGURATIONS SHOWN HEREIN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 59 Sa l I 2P �1IE % EXTERIOR INTERIOR o HINGES HINGES HINGES P10aUCr9EViBaD tt.+DIJIoC eib We iL111L IwWlne Cab. Atteplavtt Na I5_o131 I-] V E:P�'amna Lyl,e /•J r J � E,m 6L •� 8+6 .oJlvl CavkW NARROW PANEL STILES 11-W/ LOW PROFILE BOTTOM TRACK — �� MAXIMUM DESIGN LOAD RATING =+ 60.0 PSFf (FOR LEAF SIZE SHOWN OR SMALLER) - 60.0 FSF AS PERMITTED 8 FOC REOUIREMENIS NOT APPROVED FOR WATER R615EANCE NP.593 = v k I' { - Jan8.2019KzN R -J LEa- !Ej drawing no. ', W14-18 I EXTERIOR fI B< METLE ORs I F- ti' O is w I' O ➢ �IG� zw _mot m3 U CONCRETE' 1 KSL MIK, 9 . CONCRETE I m • a Ksl MIµ I \ 3m STD. BOTTOM TRACK APPR'D FOR WATER RESISTANCE YIN. T LOAD EWING —..— (SOLD SMIMS a OPIIONOL i0 GROUT) WCNOR THE 'A' EEE OR SPACING CONCRETE SUSTO E. RECESSED AS SHOWNliO.N BEFORE Law TRACK Dusruunon a omlIX IN 1 rl/i' IGE MET.'• SEE SEUE . 'A' SEE FOR SPACING LOW PROFILE BOTTOM TRACK NOT gPPR'D FOR WATER RESISTANCE VERTICAL SECTION DOORS WITH STANDARD STILES) y�U 3 S 3 Z m nq O � 2 �jry`p V N IL 2cf �N IJ C>m O aoom [qm9 V W.In Q LL ix_o awsfd�J O O O O o Ej"a y m JQn� Z %N4 ry 'o 0 PANEL WITH STD. STILES LIMIT g 3 n V SEE OR IN SHEETS ] k] N N m C, m O"CrnRvEaESe P,Ywa' hUm FbYl61 hWiai Cmlr ANePnae<no I4 of 31 _i7 E�pm:oa 0.1e yl�, Sd XF:gq'ggI -'-II 1 1 I �WENSE'+, _ r g o lJ J Jan 8,2019,jrz _ STATE Dr [{T � drawing no �p,A W14-18 �O#ALTE�TAA sM1eet 6 of 751 (SIP L W-4-) ..l�ltlfl 9l—il M Jiy��3:yai6c ou fi 3p 6loZ'9 UE NV•' � +Pa'Rtlo 8 Y 2j2 2q � nZ " RH.ef w)nl�. adnnU3bJjn33naobe S A s S133HS NI d0 33S 11N�1 53305 Moz?b N H M 13Nvd xta' D nm2 3l' 6z g NN o7a0 �09Q WGOp N f010 Wmo.'0 W, 0 n0 � 3 i �O a _ S31I.L5 h1oNHYN H.LIM SNooa NOILL33S 'INJIJ.H3A 30WISIS3a N31vM H03 O.bddr loN Mol 33Nv1SJS3b b31vM 80f 0,11ddv OSS3338 T(fg M83NOJ oNIovdS 801 A313 MS '1510 3- .V. 3dU bOHJNv 1 v Mw M d 3M3 (NOtlO Ol SNXS OI allo ) ONItlJ3B MOWl 3tlfI1NIbL5 01 S2V ` tiv3H5 tl3fSMMl 15fIP ,rMS, -I lOH Z 'NIW 4d Qd 1. 1MN3 HL•JNV HW EI I, 03N30tlbH A Q3tlnOd ebb M —c i V Nlfl lSb C • Sb3H10 1 7 313bJNOJ • '1S10 3 53HSIMf � mli Q bOM33%3 oNiJvdS bOd •OW 6� 6 § �^ � )NO.313 )HJNtl MIdll i 'L;9 SHEET NEAR ANCHORS MAN CAPACITY - PSF (PANELS P/ SM. STILES) A'OIOP TPE ANCNOP. TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'BV ANCHOR 'C' 6 ML8C6 9 L\Le0P3 a AF[HOPS 10 ,Of1900.5 6 \00R5 0 "non 6 AMCROPB RMNUN Ai NLL. Ai YfC. AT n A -' no- AT YfC. AT IT.. Ai YTO. W3R ERW E NUNBCR C( SLOE R'OS I3iIIE GVO3 STILE INDS STRE R STHE LVD9 STILE 9AAS SIOL ER S vMnFFINNj x v�A2msm En. («7 I uT. f«) rn. (.) En. («I Exr. (.` I W. I.` Exr. («� 21 28 32 3s .0 98 10 700 70.0 660 70.0 1 70.0 70.0 MO 10 70.0 70.0 560 20.0 M. 70.0 70.0 10 70.0 70.0 .90 660 61.0 70.0 J0.0 10 69.0 70.0 .30 5a0 54,0 700 TOD 10 610 70.0 380 ! 52.O ..'0 65.0 700 24 26 32 36 .O 105 10 70.0 70+0 60.0 700 70.0 70.0 70.0 10 ]Oo J0.0 ]aq J00 510 69.0 6}o I_]o.o 70.0 10 <..0 600 55.0 ]00 70.0 10 62.0 700 390 530 490 66.0 70.0 9 i .0 70.0 34.0 20 44.0 59,0 ]00 24 26 32 Js .0 112-3/I6 10 70.0 ]Oo 5].0 Too fi6.0 5].0 _]0._0 70.0 .0 6' 0fial.. ]0.0 10 700 ]00 s9.0 ]0.0 10 10 6]0 59.0 J0.0 ]0.0 42.0 3].0 521O.0 _.]A30 A2.0 ]0.0 _ 51.0_ ]0.0 9 630 J00 3J0 .50 ]0.0 HEAD ANCHORS LOAD CAPACITY - PSF (PANELS H/ NARROW STILES) NiCIWi IYFE 'CROR 'A ANCHOR TYPE 'B ANCHOR TYPE 'al' ANCHOR 'C' C[M iM4E PWEI NUIN NJfiM WµIYOy XIIHBFA Of PAVD3 6 6VOIOR Ai YT6. 510E CX09 6 AYCR016 Ai YT6. 91TP ¢Np9 a LSCR016 A} YL6. SILL[ RovI+) a ASMOP' 8 AYCEOR' n YI6. A} Y}4 SHIE 61'04 EVOS a AVLH0P3 Ai YIG SW. EN03 FAT, f«1 QT. («1 W. («) DO ENI (-) F%1 (.) W. I«) 2. 28 32 36 24 2B 32 36 2. 18 32 36 6. 90 60.0 1 60.0 1 60.0 1 ROO 600 1-3/4" MIN, EM N HEAD) 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) TYPE 'B'- #14 SM (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) TYPE '81'-114 SMS (6RAOE 2 CRs) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD) %EDD'JCEISL'VSvW TYPE 'C'- 1/4' CIA. HILT( KWIK-FLEX SELF DRILLING SCREWS (Fu=120 K51. B-90 KsD 6.=N2sce wuA Lsef2nifi. INTO MIAMI-DADE COUNTY APPROVED MULLIONS Hu,ji, Cm A<.wmea rv,I-0131.1-( OR E.u..S:m ❑1r INTO METAL STRUCTURES (HEAD/SILL/JAMBS) q I1 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/B" THI = 36 KS'MIN.) mtx ALOUI OR PLANTED)E CT DISTANCEETE AND MA501 RY 'MIN. Z W00D BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' CTU. E _ " MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO METAL STR = 3/4 AND TRANSFER THEM TO THE BURRING STRUCTURE. J WOOD AT HEAD OR JAMBS SG a 0.55 MIN. CONCRETE 1JAMBS300 0 PSI MIN. C-902000 PSI MIN. HOLLOW/RUED BLOCK AT pm NOTE: FOR DOOR CAPACITY WITH SM. STILES SEE SHEETS 2 k 3 FOR DOOR CAPACITY WITH NARROW STILES SEE SHEETS 4 h 5 FOR ANCHOR CAPCITY SEE CHART ABOVE LOWER VALUES FROM DOOR CAPACITY OR ANCHOR CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. No. T0M T7 : ti7 Jan 6 2019AX STATF.OF [(F; aOR16P.: �` LC`n: u Z m a O " i N 9 a COO Vl E CIL D UNN V oum O abo ., a 000oJ QwO N LLzp o J H i Q Ed i III 8 0 'Ne mIJQM'd 0w m D¢Z n z4 � 0 0 r NN¢ n m3-nw= Orawing n IN14-18 Sl to 6 1aa9s] 8l—blM 3`"lld�(�IliiL� �9�3 ASS �aiady.,.�,% S81LLS OLS Him SH000 NOLLOSS 9tl1NOZI80H a Allis aNameml xrW .r/1 6wxwP ? 61OZ80Ef o�:` 'lx3 ^ nyl�pl`�� AINO .ggday a..�mWme,o 69A J30VOYa y$oovo_ o _ - e OHD aAIHS WIHS yI _ lm 3 'O15 00 H101M 3MIdf a000 '%VW m %YW .L/1 Sa3H10 Aal S3HSl H10Nd 13NVd H1aw. l3Nbd ONO,ds o QQ n a01a3ix3 .9t/S .B/s /313 33. eM ? 20 1 _ 1 HORMIX3 Sa0H3. V m00 s FOE � i n 0 S a i 1, � 11 IumNw i `I (1 133Hs 310H 33S) tl —.We mom Jal % v `' { pNy Z 5133H5 335 NOI1V21091jNO3 13Ntld 9 il0.d umr I 03tlOJ3S Altl3dOtltl _ 0 ONOvdS 801 ANO g M13 335 v 3dA SaOHONV 1H31dA (S3111S 'ale HLM) aOHJNv _ H101M 3.w 8000 'NN WIHS L oNane awl HiG.. l3Nrd NG. 13Wd —' .ZA 9HSNU u� m n r 'o'ro 'a'1'a _ C aaa3ix3 SL 1 H aONN.7'I J o !Q V m90 t o o W �9A d — 5 ,Z °t 9 9 IL o[ f ° ` 9NOvd5 aw I3 wp 11 /3O 335 J,/ saoHsry 'rvJldu TYPICA. ANCHORS VSEU is E ELEV. m� R $PACING I C1 D1 E1 ,I Z gym: 5A R 10 0 y �p 0 F O C O S e ___________ ______ Q mom _ I• i ` a22 �o O 5 CCNN t VOWM ' t � D ap�m e III 1 sA ID oao< NNJJ EYE LLiN- AN191I HiIE5 ' D.L.o. D.L.o. S W ' a aY OTHERS 5/t6' ErrERIOR JI 1/a" �. Q m 5 PANEL WIDTH f~ PANEL WIDTH � S MAX. _ _ LOAD REARING 1YPICA. ANCHORS SHIN _ MAX. DOOR FRAME WIDTH _ _ J ANCHOR a wnH NARROW STILES - -" SEE EIEV.� 1ONL A fOR SPACINGFA ONLY ��"�" O PROPERLY SECURED M) - FOR 6 PANEL CONFIGURATION SEE SHEETS < AND 5 tai DUGrc- o °< 5 to 1 Fl G 1 (SEE NOTE E SHEET Qm' i J Q loi yjN�ry la Cw 0¢im j2L e DOm; ui D .�i��o� 19 I RXTERIOR I of � yS w�� �• D.LO. 5/9 EX,ERIOR Ali ,. U o PANEL. WIOIH PANCL WIDTH nNISHE$ Rv " BY OtHFRS c � a E � LQAD BEARING M DOOR FRAME WITH SHIM y - WITH NARROW STILES ^i ANCHOR i)'PEA ONLY 0 0aUCTuvBMS9 - uvP1Aa.R>.weri.,w McMin_cee. tuunrN � `� � a au.Pr.eunel9-0131.1-} ```ttt it AN�� r`I �y_, L�1ei �H �NC�N N0. JOSYl2 _ o �I Jan 8,2019 tr= "Q 9TATE0 HORIZONTAL SECTION \,RomDn: ��`�, INl 4-1 8 S DOORS WIT! NARRDri STILES gS�09dA11�``� LSHeet 100I 15 ITE11 y PART 1 NEON DESCRIPTION MA'IERLIL MANE./SUPPLIER/REMARKS 1 SIWBOI 1 TOP TRACK 6063-TG SUPPLIER PER SIN SPEC. 2 SIW802 1 STD. 8070. TRACK 6063-i6 SUPPLIER PER SMSPEC. 2A SIMIGA 1 LOW PROFILE BOTTOM TRACK 6063-i6 SUPPLIER PER SIW SPEC. 3 SIW803 2 FRAME JAMB 6063-T6 SUPPLIER PER SM SPEC. A SM505 2/ PANEL PANEL TOP RAL (SM.) PANEL TOP k BOTTOM RAIL (NARROW) 6063-T6 SUPPLIER PER SM SPEC. AA SIW814 1 PANEL BOTTOM RAIL (STD.) 6053-M SUPPLIER PER SM SPEC. 5 SIWBO6 2/ PANEL PANEL STILE (STO.) 6063-M SUPPLIER PER SM SPEC, 5A SM813 2/ PANEL PANEL SNIE (NARROW) 6063-TC SUPPLIER PER SM SPEC. 6 SIWBO] AS REDD, PANEL ALIGNMENT CLIP SILL AND JAMB SNAP COVER 6061 6063-i6 SUPPLIER PER SM SPEC. ] SPIESS AS REDD. SUPPLIER PER SM SPEC. 6 SIWBG9 1/ vpNEL BOTTOM FAIL SHEEP ADAPTER 606]-T6 SUPPLIER PER SIw SPEC. 9 SIwB10 1 BOTTOM TRACK LINER POLYPROPYLENE OUROMETER 62 SHORE D 10 SMB11 AS REDO. BULB WSTRIPPING SOFT PVC I CENTRAL PLASTICS. DUROMEI£R 67f5 SHRE A 11 _ W REDD. COMPRESSION W'STRIPPING _ 0-LON SUPPLIER PER SIw SPEC. _ 12 ___U2132 SIW816 AS REDD. CHAIR RAIL 6063-i6 SUPPLIER PER SM SPEC. IA_ _ SIWB15 S1.512 AS FEW AS REOD. ASTRAGAL ADMEN 6063-16 SUPPLIER PER SIW SPEC. 15 INTERIOR GLASS STOP (UM. GLARE) 6C63-T6 SUPPLIER PER SW SPEC. 15A SIW520 AS REDD. INTERIOR GLASS STOP (INSUL LAM. CUSS) 606]-i6 SUPPLIER PER SIW_ SPEC. 16 GI AS REDD. EXTERIOR GLASS STOP 6063-TS SUPPLIER PER SM _SPEC. CENTRAL PLASTICS 17 5530 AS REDO. INTERIOR GU21NG GASKEI (OUROMEIER ]035) YWiOPRENE 16 5531 AS REDD. EMERICR GIBING CASKET (DUROMETER ]015) SANTOPRENE CENTRAL PLASTICS 19 I 1100-5601-9 AS REREOD. -'STRIPPING SK560-SKIRT POLYPROPYLENE SCHLEGEL 20 21 g6 %.3/0' /B % 1/2' AS REDD. M RE00 ASTRAGAL SCREWS PH TEKS AT 6' FROM ENDS It16' O.C. OVSS STOP SCREWS SELF DRILLING FRAME AND PANEL ASSEMBLY SCREWS THREE POINT LOCK - AT 6' .0. ENDS 5 15' O.L. 21 /12 % 1-1/2" DLG1-601a AS REC0. Sf. STEEL HWH SMST- 25 AS REDO. INTERLOCK, OSn 26 BFOI-6501 AS MOD: TWO POINT LOOK INTERLOCK, USA 27 SIW836 IS REOO. 2/ UTE LOCKING PINS IN NYLON BUSHINGS OVROMEMR B5.5 SNORE A 28 SETTING -BLOCKS PECK 29 W33321NG AS RE= FINSEAL WETRIPPING ULTRAFAB 30 W23201IN AS RE00. FINSEAL W'STRIPPING PNOT 50, SURFACE MOUNT ST. STEEL ULTRAFAB S1 OF05-6010-560 AS REDO. INTERLOCK, USA S2 BF05-6020-560 AS REDD I ENO MANGER SET, SURFACE MOUNT ST. STEEL INTERLOCK, USA SK BF05-60<0-560 AS REDO. INTERMEOigiE MM'CER SET. SURFACE MOUNT ST. STEEL INTERLO_CK,_ VSA INTERLOCK, USA S] BFOS-60J0-560 AS REDO. OR5ET NINCE HANDLE SET, SURFACE MOUNT ST. STEEL 59 BF05-6015-550 I AS RE00. 14AMS PIVOT HINGE Si. STEEL INTERLOCK, USA SKAI.ANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. LOCKS: 25 3 POINT LOCK SYSTEM (D1,01-601I) BY INTERLOCK WITH ACTIVATING YANOLE AT 35-1/2' FROM BOTTOM FASTENED TO STILE WITH (2) 112 X 1/2' FH MACHINE SCREWS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL 1/2' DIA BULLET TIPS SHOOT BOLTS CONNECTED TO LOCK WITH 5/16" DA. THREADED RODS 26 2 POINT LOCK SYSTEM (BFOI-6501) BY INTERLOCK WITH MR STOW ACTNAMNG HANDLE (BFCI-6514) AT 36-1/I' MOM BOTTOM FASTENED TO STILE WITH (2) /10 % 3/a' TEKS HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL 1/2' DA BULLET TIPS SHOOT BOLTS CONNECTED TO LOCK WITH 5/16' OR. THREADED RODS 2T 1/2' DA BULLET TIP LOCKING PINS AT 20' AND BB' FROM BOTTOM ENGAGING IN 5/8' D0. RECEMNG HOLES WITH NYLON BUSHING (82550-HOG) BY 'MASSOUD h BRIDE' IN OPPOSITE PANELS i emu) n A(MA N. 705 y JR. 8,2019 STATE QF C R[y: tlrowing no. ... r�3.923--^. 2.1]0 toi L l t TOP TRACK p-2.000-1 000 0.000 W9 PANEL TOP RAIL (STD. & NARROW) PANEL BOTTOM RAIL (NARROW) .655--j Y Z1.365 0 ry836 0J ` e IL Qa{O� �. Q m n u �) p ap¢m °o C a rc o ¢ i o n Q W u n 16 J Z zm- w Q w P 8 r �m 1.238 �- 16 INT. GLASS STOP (LAM. GLASS) t23--�- 7 �� 1.000 L IJ65 076 a 1.000' - .438- .obp ����.��^�����. 111l �� t.3 � 085 I—�� 3922L- 2,165 - 3.875 FII .125 2.000 O n 1 STD. BOTTOM TRACK INT. GLASS STOP (INSUL. LAM. CLASS) o 0 .o V N � J Uwe n O¢I o l O Um NN¢ n �• Ts9.-- - 1.SSo i- T .95] L—T .062 R] ttP. S.ID9-- LOW PROFILE BOTTOM TRACK OJB PANEL STILE (STD.) .662� 2---- 1.]65 .BO] 050 .... 144 (� C7 EXTERIOR GLASS STOP 2.000-1 r d25� 2.000 078 PANEL STILE (NARROW) r1.622-1 FRAME 1i09 JAMB //\\ lJ PANEL BOTTOM i 8.000 wfi (STD.) 12.000 -1 6E�tp`�esi11UetioG.MCooo.f 4nDi9a.oEl�llY.a4iHuBeDlivll4.ll -01i3922 0940]8 LL,a 12 CHAIR RAIL 1.095 _J. No. ]0592 s_ .050 �F�Tj ttp.P.'^I^- a .BYt Jan8.2O19 � •. eTATE OF � (4C SILL & JAMB SNAP COVER 2jh ®bAl t\tp o- n Wou�. W= vw0]P8r_ W€iGIuoo 5J8 61 ttP t4. ASTRAGAL ADAPTER IBM - n Crawin9 n . t810 -- O BOTTOM RAIL SWEEP ADAPTER -1.6]6— J53 062 F-I]]0 s PANEL ALIGNMENT CLIP L2000 �--i RAIL sneel l2 of 15I 0 O Q � o • O � .." eJ o j N F O I® lol o o 0 0 0 G 0co T.P TD g,j o� f O O O II Oi o._ of �r C5-800 ALUM OUTFOLOING 61-FOLD ODOR— (1 AL-FAROOQ CORPORATIOja no ae es ©on _ _J ENGINEERS& PRODUCT OEYELOPMEM SIW Solutions, LLCy. 9360 sorvsET oarvE.smrE zzo o I� E awxr x.0 9%$ $ CONGRESS AVE MIAMLFLOHIO/+ 331]3 _ Y 0 3 5 E EEi (CAN. 3538) a. m rec BELRAY BEACH, FL. 3344$ ht.lzosl zeaswo FAz tsos zezcare CO �6Y nL (561) 2]<-9392 FPJ{ I 51 m 0 0 0 z m x w-1°-u �`•e°°" 5-800 ALUM OUIFOLOING BI-POLO DOOR (L.M.I -- _ _ SIW Solutions, LLC. 9]5 5 CONGRESS AVE. 112 er 1Naa �� c xee.+s .x s sHm -- DELRAY BEACH, FL. 33445 ca D( 20 1 ]°S.m [ [v '.,I TEL (561) 270-9392 T/.%. (561) 216-9262 I AL-FAROOQ CORPORATION �a EVE ENGINEERS & PRODUCT DLOPMENT IT 93605UNSE DRWE. SUE 220 MIAMI, FLORIDA 33173 (C.A.N. 9539) TEl(305)266e1W FA%. (3051 R62A9)9 ALUM PLATE Q Q N` 6 0?FDA i L / 3- I 3/8 THREADED ROD ¢¢¢ I Q 6 0 < .qq� � i� Q�rupd 3/6" NUT Q w ] N I OoF— / / Q 1.2 PANEL TOP CORNER oI � m man ACCESS HOLE CW ry 5 o a x UEUE I j DOm � '..l �IIAPO W ik R' % 1.2' % .15' 6 ACCESS HOLE ALUM PLATE z GIG CHAIR RAIL CORNER 3/8 THREADED Rooto : Ne ATE ^`-L� ie.Cn No l'I-0131 I e1 fill'£ `11auIn TqF r,lI„ L pD.doPlP�a ., b I >O50P = s a F AT'ALICNMEW lCUP SMS JSBe.zBis ¢ Y O STATE OF ((%` drawing no. q� S."tOR10n..�O` W14-18 PANEL BOTTOM CORNER "I',)NX�E%�% sheet 15 of 15 OFFICE USE ONLY: _ DATE FILED: 1 PERMIT # REVISION FEE: % Ld RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462-1553 APR 19 2019 APPLICATION FOR BUILDING PERMIT REVISIC kk Lucie County, Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: ggya s. oa**J pP- iM J&aster s�+cti,FL DETAILED DESCRIPTION OF PROJECT 1ZY ;: 1: hI 1.U: Y1k STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: CITY: 0 c. )�LS''D hZ ST. LUCIE CO CERT. PHONE (DAYTIME): ,%( 7kj4-:71�2g OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: _ ADDRESS: CITY: PHONE (DAYTIME): ATE: STATE: FAX: FAX: FAX: FAM I' _ ti Revised 06130117 9 OFFICE USE ONLY: DATE FILED: 19. 1 f REVISION FEE: % :ls OO PERMIT # _� (' b36S• RECEIPT #� PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APR 19 2019 APPLICATION FOR BUILDING PERMIT REVISI T. Lucie County, Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: 8.75a s• oe&i� aa.�-IS�G J�►st� 8�,�L DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: It'�s�ll� OWNER/BUILDER INFORMATION: I►/\885I•ii CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: I ST. LUCIE CO CERT. #: ZIP: FAX: ZIP: ZIP: