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RC-14-450 (3). Y MIAMI-DADE MIAMI DADE COUNTY e 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)315-2599 NOTICE OF ACCEPTANCE (NOA) mymmiamidade eav/economy CGI Windows&Doors 10100 NW 2e Street Miami,FL 33172 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"Targa 7100"White PVC Single Hung Window--L.M.I. APPROVAL DOCUMENT: Drawing No. W13-23, titled "Series 7100 Vinyl Single Hung Wd%v. sheets 1 through 10 of 10,dated 05/15/13,with revision A dated 01/20/14,prepalfd by Ai- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Mian4 Dade Cou1U J'jaduct.0 0 0 0 Control Section Approval stamp with the Notice of Acceptance number and apprdW*d*e by tha Miami— Dade iamiDade County Product Control Section. ...... .. . ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant """ :....: .... .... . . LABELING: Each unit shall bear a permanent Iabel with the manufacturer's niltw.of logo,r1+.State, model/series, and following statement: 'Miami-Dade County Product Control Appyla i unless.e noise..:..' .noted herein. .. .. ** 0 0.00.. RENEWAL of this NOA shall be considered after a renewal application has been Jffe ;nd there figs been no change in the applicable building code negatively affecting the performance of this prqduct. :066:0 ,00,10 TERMINATION of this NOA will occur after the expiration date or if there has�eeri a revision®a ekarige:�'' in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an a t6sement 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. This NOA 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.13-1115.08 rttAtysi r��►oe coAMR Expiration Date: February 20,2019 Approval Date: February 20,2014 '� 14. �„�, Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-23,titled "Series 7100 Vinyl Single Hung Wdw. (L.M.I./S.M.I.) sheets 1 through 10 of 10,dated 05/15/13,with revision A dated 01/20/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,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 20294 along with marked—up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame• single hung windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014638P, dated 09/28/13, signed and sealed by Ramesh C.Patel,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC 2010, dated 08/13/13, prepared by Al-Farooq Corporation, signed. an(j sealed.by.Savad...... Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 000069 .. . 0000.. 0000.. 0000.. D. QUALITY ASSURANCE 00000000 0000 0000. 1. Miami-Dade Department of Regulatory and Economic Resources<RfiR) 0:0 0 **:*Go E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Cheq* ical Comjaxy;"A) for their"Saflex CP—Saflex and Saflex IIP Composite Glasdinteyllayers with :0000: PET Core"dated 03/28/13,expiring on 12/11/18. - 99:9 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 4. Notice of Acceptance No.13-1203.02 issued to Deceuninck North America,LLC for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/20/14,expiring on 02/19/19. - l Mailuelippgrez;1F.E. Product Cont of Ex er NOA No. 5.88 Expiration Date: February 20,20]9 Approval Date:-February 20,2814 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, and compliance wi&-FBC 2010 and of no financial interest,dated 10/21/13,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Approved Proposal issued by Product Control Section, dated 01/07/13, signed by Jaime Gascon,P.E., G. OTHERS 1. None. 0000 0000.. .. . .. . 6 0 •.0.09 000* . . 0060.0 900.0. 0 0000.. 0000 000. . 0 . 9 0000 0000 99... . 0000.. 0000 000.0. . . 0 0000 .. . 0000.0 ...6.. . 6 . . ..0.99 0000.. 9 . .6900. .. 0000 0006 Manuel P , Product Controlrami er NOA No. 13- 5.08 Expiration Date: February 20,2019 Approval Date: February 20,2014 E-2 s3• s3- 53• INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH NTERIOR FRAME WIDTHLmtj 48 9/18' 48 9/18- 48 9/18" yp M D.L.O.(FDL LITE) D.L.O.(FIX.LITE) D.L.O.(FIX.LITE) A Al (SLSE MUNTINS URFACE APPLIED) A2 4 8 OPTIONAL 7 � 8 I. a ii a Ih� 81 o swEEP L�iacs ' Yi c ii ` ii �+ d / otf J e ii a ii e d K II u \gig IOdCS \ e: SWEEP LOCXS \ �pp7 I II � 61 CO 4 li ii 8 � �rLZ FALSE MLWNS @ (SURFEp) r 47 1/is• a7 1/1s' 47 1VEN j llSEb D.L.O.(VENT) .',p $ D.L.O.(tIEM) io $ O.I.C.(IffNT) m f 3 N 50 1/18' S0 1/18' S0 1/18" M VEMT WIDTH VENT WIDTH VENT WIDTH g z Z FLAZ FRAMES " FLUSH FRAMES FIN FRAMES - - -FRAMES SWEEP LOCKS g-' �i)PER VENT FOR WDW.W.UPTO 25'AT MIO WIDTH 2)PER VENT FOR WOW.W.ABOVE 25" TYPICAL. ELEVATIONS Ds U g AT 7"FROM EACH ENO SERIES 7100 VINYL SINGLE HUNG WIND0{9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER DAYLITE OPENINGS. CHARTS SHOWN ON SHEET 2. . .._..-- THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. DLO WIDTH - INTERIOR FRAME WIDTH - 4.4375 (FDC. LITE) APPROVAL APPLIES .H SINGLE UNITS OR SIDE BY 510E SHUTTERS ARE NOT REQUIRED. DLO WIDTH - VENT WIDTH - 3.0 (VENT) COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING OLD HEIGHT (EQUAL LITES) _ WINDOW HT 2 - 7.750 MWIM AI-DARE COUNTY APPROVED CLIPPED MULLIONS BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• c• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • • LAMINATED GLASS HURRICANE ZONE(HVHZ). • • •• • • • • • L°c a • 00 00 • • • • 00.00 • INWI ATING LAMINATED GLASS WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • Ip)EX OF DRIPTI i LOADS TO THE STRUCTURE. •• ••• •• •SHECT N •• DESCRIPTION IaARheE & SMALL MISSILE IMPACT ANCHORS SWILL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 1 GENERAL NOTES Fw4f#.FLUSH&FIN FRAME eLEvs. Em" Nam � EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 WINDOWGLAZM OAPPR5 CHARTS - _ FLA CNX f 70892 AP11T0t�aemmpl�lag s 1 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • i•• • • 4&5 GE J869 DETAILS - CAN bak" g NOT PART OF THIS APPROVAL • • • • • • 8 • FIf1AWRANE.DETAILS NDA® A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD Ottf• i • ••i i ••'._7_.,0 I N flMMEeDETAI S M ml D e^ uc _ ALL SHIMS TO BE MGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. • •• • • yd� . drawing no., •- MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/NffTAL SG2ETVS,THAI • • •• •— 10 AN fRWE CORNER CONSTRUCTION(TAILS 1t• i' W13-23 COME INTO CONTACT WITH OTFR 61SSIMIIAR MATERUILS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG,OWE SECTION 2003.8.4. sheat 1 of 10 0000• • • • • 0000• • • • • • 0000• • • • • • • • • • • • • • • •• •• ••• • 0000 0000 0000• • • 0000• • • • t EQUAL LITES WINDOWS YADiH UNEQUAL 16I7E8 WINDOWS DESIGN LOAD CAPAC177 - PSP DESIGN LOAD CAPACITY-PBF INTERIOR FRAME GLM TYPES WTKNOR FRAME GLASS TYPES 3 DIMENSIONS 'A','Al','B•, Bi' DIMENSIONS 'A','Al', B', Bl' i YAOTH HEIGHT EXT.(+) INT.(-) WtOTH HEIGHT E%T.(+) I .(-) � � IS-1/8" 90.0 a" �. 18-1/8' 80.o 25-1/r 80.0 60.0 �% 2s-t/r W.0 EDA 38• 60.0 00.0 38" 60.0 80A 41" 2S" W.0 80A 41' 49-5/e" WA 60.0 47" BOAT -80.0 47' W.0 811.0 p 82-t/e' 80.0 60A �y�y�y 82-1/8' $0.0 e_.0_ TVI 83' 80.0 80.0 83" 60.0 80.0 (pppE 18-1/8" 600 WA � 18-t/8' W.0 W.0 28-1/2' WA BDA ,/ 28-1/2' 60.0 80A 38' BOA 60.0 38' 8g" BOA ODA w S I 8j 47" 37-3/8" �A �A 4t' 80A 80A 47" 00.0 $0.0 47' B00 60.0 52-1/8' o0A Som 18-1/8' 60.0 BOA sr -ioo .. 60.0 EQUAL LITf'S 28-t/r �. 00.0 60.0_ UNEQUAL LITES (ORIEL TYPE) 18-1/8' 60.0 80.0_ 38' 80.0 BOA N 28--t/r SDA 80.0 41' 604 WA 36" 60.0 60.0 18-1/8" W.0 60.0 41• 49-8/8" 60.0 60.0 28-1/2" 73-1/4• 50A 600 47• 60.0 60.0 38' BD.O 60.0 p a DZ-1/8• 80.0 80.0 18-1/8' �. 00.0 W.0 Q N 53" 80.0 60.0 25-t/r 60A 80.0.- 18-t/8• 60.0 80.0 2S-t/2' ..00.0_ 80.0 38" WA 60.0 ff€rrr��S Lp3/f 41' S8' -80.0 47' 604 60.0_ 82-1/8• 60.0 �.0 $ Z SY 80.0 so.0 g " 18-1/8• 60.0 00.0 BVTEPtOR FRAME DIMS 25-t/2• 60.0 W.0 0 3B' 80.0 60.0 41' Gr _80.0 80A 47' 80.0~ 80.0 82-1/8' 80.0 80.0 53" 60.0 60.0 ELANOE FRAME 16-1/8" 60.0 mo 25-1/r 60.0 60.0 38' 80.0 -10-y" INTERIOR FR4ME 00dS 41' 73-1/4" WA 60.0 � 47' GOA 60.0 82-1/8" 60A Bao NOTE: 000 • • • • • GLASS CAPACITIES ON THIS SHEET ARE a IS- 60.0 80.0 i ••i i i i • BASED ON ASTM E1300-09 (3 SEC. GUSTS) < IS-t/2• _eoo -�eao-� • • •• AND �LORIDA.BUILDING COMMISSION �._..� • • • • DECLARATORY STATEMENT DCA05-DEC--219 - 38" 60.0 •• • • • •• n_ 41" 76' 60.0 60.0 INTERIOR FRAW DIMS EW.JAYAD 47" BQA _ _80.0 cm Ap�prv1�ov�eJnmmmplywgWithtl 1 52-1/8" WA GOA 00* • • • • CAX�70.ge2 D to) �r; ,q Sr 59.2 89.2 • • • • • • • • NOAO D l •• • • • • A� > Dr drawing 3 • >:11e�RAME• W13-23 sheet 20 • ••• • • • • ••• • • • • • • • • • • • • •• •• •• • • • •• •• •• • • 0 006 0 0 r I 3/18'ANN.GLASS 3/18"HEAT STREN'O GLASS � � r .075'INTERLAYER ,075`INTERLAYER SAFLEX CP BY'EASTMAN CHEMICAL' SAFLEX CP BY'EASTMAN CHEMICAL' @ # OR OR .080"INTERLAYER 090"INTERLAYER SAFLEX WM BY'EASTMAN CHEWCAV SAFLQf CLEAR BY'EASTMAN CHE69CAL' OR OR i RW INTERLAYER SENTRYCLAS BY'DUPONT' SENTRYGtAS BY'OLLPONT' 3/18"ANN.GLASS 3/18"HEAT STREMD GLASS Q ¢¢ r WERLAY F SILICONE F SILICONE z GE 1200 z GE 1200 z DOW CORNING 899 DOW COMNONG 899 8 a DOW CORNING 995 III �W CORNING 998 i I \ I 1 1 ,1 I II 0 O dCQa Lj 77 GLASS TYPE 'A' GLASS TYPE B' 7/19.OVERALL LAM.CLASS 7/16"OVERALL LAM.GLASS a (L.M.I & S.M.I.) • 1/8"ANN.GLASS 1/8"HEAT STREN'0 GLASS 075'INTERLAYER 075'INTERLAYER a 1/2'Ant SPACE U�IX CP BY'EASTMAN CHEMICAL.' 1/2'Ant SPACE SSAFLEX CP BY'EASTMAN CHEMICAL' r OR .090'INTERLAYER 086'INTERLAYER 3/18"ANN.GLASS SWM CLEAR BY'EASTMAN CHEMICAL! OR SAFLEX CLEAR BY'EASTMAN CHEMICAL' OR OR 3/18"TEMP.MASS OR � n 3 J 3/18'TEMP.GLASS 090'INTERLAYER 080'INTERLAYER � Z Z Ll SENTRYGLAS BY'DUPONT' SENTRYGLAS 8Y'OUPONT' ^ 0— Z T/8"ANN.GLASS 1/8"HEAT STREN'D BASS U StU UCO m GE 12W GE 1 C018NING 891), 0 ggg DOW CORNING 898 ggg 1 DOW CORNING 895 II DOW CORNING 905 i 1 I II C g0 XL 0 CARDWAL XL ST.STEEL LACER 0 EDGE EAGER g GLASS TYPE 'At' GLASS TYPE 'Bl' vi 1'OVERALL MSUL.LAM.CLASS •• • • i` ALS• •Wd.L1 m 4 • •• • • • • ••• • • • • • • • • • • • (S.M.I.) •• ••• •• • • • •• Nr W=AffMW n L IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING Crux7APPtovedoecoLnVTYtu2tid7Atl9 EXTERIOR PLY OF GLASS TYPE 'AT' MUST BE TEMPERED. kPE It0894 Z Ftorkle I IIg • ••• • • • • Date V • • • • • • • • • • NoA QOt ••• • • • • • • • • • etts�d DDade aro I n --::--- • • • • •• • • • w • • 4iJ C ,� �� _/C/ • •• • • • • • • • Uv" rowing no. • • •• • • / W13-23 sheat 3 of 10 • • • • • • • •• 09 •• • • •• ••• •• • • • •• • ••• • • f � WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. e 0 4.• .a,•'9. ..':A'• o d• e e.' t3 TYPICAL ANCHORS: sEE Em.FOR saAaNG F a /4" DIA. TAPCON BY 'TIW' (Fua120 KSI,Fy=92 KSQXI 1/4"DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) Q INTO 20Y WOOD BUCKS OR WOOD STRUCTURES ePl ® 1-1/2" MIN. PENETRATION INTO W0OD ® h THRU 1 BY BUCKS INTO CONC. OR MASONRY () 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) dJ u o , DIRECTLY INTO CONC. OR MASONRY , 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 'I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 114 SMS OR SELF DRILLING SCREWS (OMOE 2 CRS) INTO MIAMI—DADS COUNTY APPROVED MULLIONS (MIN. THK. 1/8') � INTO METAL STRUCTURES ' STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 3 ° ' ALUMINUM 1/8"THK. MIN. (6063-T5 MIN.) d '' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) it TYPICAL EDGE DISTANCE o w INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1 4 INTO WOOD STRUCTURE = 1" MIN. 0 INTO METAL STRUCTURE - 3/4" MIN. , n W p CONCRETE AT HEAD,SILL OR JAMBS fc = 3000 PSI MIK OM C-90 HOLUDNA LED BLOCK AT JAMBS fm =2000 PSI MIN. C z z "•' n p INA 0!m d WEEPHOLES: in W1 = 1/4" X 1-1/2"WEEP SLOT AT 4-1/8" FROM EACH ° = END WITH PLASTIC COVER o W2 - 1/8" X 1/2"WEEP SLOT AT 3-1/4" FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/4"FROM EACH END c n C SEALANTS: V ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE Sw 1� EALANT. 'y' e c • • • • • • • •0 00• FLANGE FRAMES Env.am AHMD a FL.PEE# 070M rid�� PUIggw1M TCW oe.4 gg ••• • • • • 690! d • • • • • • • • • NOA6— `• '.'•'4e., .`s A .a.o.. 9 a g a ' � ••• •••• • •••• •• •• • ••••• • •• ?�1Rr (eAGroLLdY.tJLJ(d _p nyo C�d.ro=vng no. •• • • • W13-23J " Aheet 4 oI10 • • • • • • • • • • ••• • • • ••• • • f � 1/4'MAX. INTERIOR FRAME WIDTH 1/4'MAX SHIMo SHIMS TYPICAL z TYPICAL ANCHORS SEE ELEY�CHORS J SEE ELEV. FOR SPACING FOR SPACM6 0 v ------------ EXTERIOR o' METAL D.L.OPR - STRUCTURE SEE NOTE OD SUCKS 1 1f4-SHIM INTERIOR FRAME WIDTH 1/4'MAX. MAX. Y/ SHIMS � I E TYPICAL AFIIHORS o t FOR sP°acl W o — — — — — — — — — — — — ——— — — — — —— — — ". c _ :P zzG o Ins a TYPICAL ANCHORS > SEE El". •O FOR SPACING MIAMI-DADE COUNTY c APPROVED CUPPED MULLpN o &MULLION ANCHORS EEcc SEE SEPARATE NOA �S WITIVOR FRAME WIDTH v-==--j INTERIOR FRAME WIDTH r— —� I I o„� _-___ • t • I • t tr�—� _ 0< ;r��!_',��� FLANGE FRAMES "—� i t fur. V=ASMAD n 9 I _-.-..__._.... Ful PE ;•S82 4pp+fveY as eoYfplying wNh(WC •i I • - - G.A.N.�sse L___ J • • • r.7 wlD peodaM " o • • •• • G4bBY. rW wirtg no. .. • TYPICAL ANCLIORS _ SEE ELEV.FOR SPACING sheet $of 0 • • • • • • • • • • • •• •• • • • •• .. r + f FLANGE AND FLUSH FRAMES CAN BE \ J M g USED AT ALL ANCHORAGE CONDITIONS. z $ 4 a 1/4-MAX. INTERIOR FRAME MOTH MTEIm FRAME WIDTH' 1/4MAX a' a d.° e,'? e• <d.° e e SHINS SHIMS D1 E1 I II T ,1 C ° ---___------ 4.'. .: EXTERIOR I ° C �t TYPICAL ANCHORS TYPICAL ANCHORS C r, SEE SELEV.PACING SEE ELG FOR SPAt�10 fOR SPACING O QS NM w APPROVED C'�ED COUNTY b 4 rC SEE SEPARATE NOA � (�Q r INTERIOR FRAME WIDTH -- --- INTERIOR FRAME WIDTH i I I I I a • • • • • • • • FLUSH FRAMES" Fa ' •'• '• ' ' ' •' TYPICAL ANCHORS SM ELEV.FOR SPACING Awo d FIA. 70%2 8opavedmcoaOPtYTtlSwado . CA• DaftNo $ 6. • g••• • • • • J iY �g D�' 'drawing rto. ' '• • W13-23 sheat6 Of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • t TYPICAL ANCHORS: C e FIN FRAMES: sEE Em.FoR saacmw A SM SCREWS (GRADE 2 CRS) Q INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD Q. 3/4" MIN. EDGE DISTANCE r E7 n I 1/a,MAX _ I I I IMERfGR FRAME WR)itl WTERRiR FRNiE YRD1H 1/4 MAX. I, I SHMGAP Stora OAP UN. d �t 3/a`UN. 3/4"AIRJ. I U r; D2 E2 c—- TqT � tjI I I D -- - to B � ) _ g zz� EXTERIOR U o k 0 MnM ANCIIORS SEES EM SEE ELEV. FOR SPACING J FOR SPACING oR I so 11 C2 •• •� ••� � � �•� •• FIN FRAMES a -' Ee ---- — Etgp:MM WL AHwa a tOYsd of COItl , g nX PE i M92 ••• • • • NOM r • • • 000 • • • • AHmef a Pma • •• • • • • • • • JAN W13-23 sheet 7 of�p • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r � CODE PART No. DESCRIPTION MATERIAL MANOF. REMARKS Et CC-1000 EQUAL LEC FRAME HEAD PVC OECEUNWCK NORTH AMERICA U.C. N E2 CC-1001 EQUAL LEO FRAME JAMS _-_PVC OECEUNWCK NORTH AMERICA I.I.C. y J FJ C01-1002 _ EQUAL.LEG FWILIE SILL WC DECEUNINCK NORTH AMERICA LLD. G E4 COI-1013 FLANGE FRAME HEAD ._.._. PJC DECEUNINCK NORTH AMERICA L1.C. ES CO1-1014 FLANGE FRAME JAMS PVC _ DECEUNINCK NORTH AMERICA I.I.C. w— P E8 CGI-1015 FLANGE FRAME SILL ..._._ PVC DECEL MACK NORTH AMERICA LLC. L7 C_01-1018 FIN FRAME HEAD _ EPIC WCELRiINCK NORTH AMERICA LLC. J 1 11 E8 __.Cd-1019 FM FRAME JAMS OECEUNINCK NORM AMERICA I.I.C. _ ESI COI-1020 FN FRAME SILL DECELROM NORTH AMERICA LLC. $E10 CGI-1003 SCREW COVER DECEUNINCX NORTH AMERIA LLC.Ell CGI-1004 FIXED MEETING PAA. DECEUNNCK NORTH AMERICA LLCE12 C01-1005 LOC(RAR. DECEUNN"NORTH AMERICA LLC.E13 CSR-1006 SIDE RAL DECE'UNRICK NORTH AMERICA LLC. -_.... E14 C01-1007 LIFT RAIL PVC DECMWM NORTH AMERICA U.C. E15FCGI-8-02 8 IG GLAZING READ PVC DECEUMNCK NORTH AMERICA LLC. EIB5 7/18'MONOLITHIC GIAZVCO READ PVC OECEUMNCL NORTH AMERICA U.C. n E17 MEETING RAR-REINFORCEMENT 8005A-T5 Cal EXTRUDER EIBLOCK RAR REINFORCEMENT 8065A-TS CC EXTRUDERE19 L9T RAIL RENFORfSL:NT 800SA-T5 CGI EXTRUDERE201 SIDE RAIL REINFORCEMENT BDO5AT5 CC EXTRUDER E2123 JAMB ANCHOR REINFORCEMENT SOOM-T5 CC EXTRUDER ^ E22 Cq-1028 FRAME RENiORCEMENT SAWN 8�9A-TS CC EXTRUDER 8'LCKi AT MTI.RAL E23 CC-1027 FRAME REINFORCEMENT LARGE_ 6005A-75 CLR EXTRUDER 8'LONG AT MAC.RAR- _ MI SCS 1200 GLAZING SILICONE(1/2'X 3/18'BEAD).-...--. SILICONE GENERAL ELECTtC 04 M2 DOPY 995 OLAZING SILICONE(1/2'X 3/18"BEAD) SILICONE .DOW CORNING_ wM M3 DOW 899 GLAZING SILICONE(1/2'X 3/18'READ).,.Y.....y-__ SILICONE DOW.... ORNING M M4 UltraRR SPIRAL.BALANCE CALDWELL OR EQUN ATTACHED WITH(1)Q8 X 1-1/8'FH SMS-- $ Z z M5- - 218137 BALANCE SHOE(FDNi VWL DALANM CAL0IVELL OR E'WN Me Boiler i8I EBte CONSTANT FORCE BALANCE CALDWELL OR EQUN __. 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LARGE sheet 9 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r f s r O U MflERED WELDED a CCORNERS ORNED WELDED CORNERS A. Q' g�3 VENT TOP CORNER FRAME TOP CORNER � FLANGE FNALIES SHOWN y FLUSH&FIN FRAMES SBMI m Q O N M 8$Mm Zz�,. 0 MITERED WELDED CORNERS MITERED WELDED FIXED MEETING RAIL CORNER I3FIEt6 FLANGE FRAMES SHOWN o FLUSH&FM FRAMES SIMILAR 00, 68TERED WELDED toRNERs • •• • • • • ••• • �74Pd GORNER � pp d [ FIA.PEE7�92 FIo retcd atrorcPltiaB nNq Qw C..L t 5838 Ua1P D Loft y� • ••• ••• ••• ••• ••• "A Da 1 a! ••• • • • • • • • • • A� • •• • • • • • • • �titD d' MY droWin no. FRAME BOTTOM CORNER • • •• • • • W13-23 FLANGE FRAMES SHOWN FLUSH&FM FRAMES SIMILAR sheet 1D0(1G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/21/2014 MECAWind Version 2.0.2.7 Detailed Wind Load Design (Method 2) per ASCE 7-10 Description: WINDOWS AND DOORS LOAD PREASURE Analysis by: RUBEN PUJOLS User Input Data Calculated Parameters Structure Type Building Importance Factor 1 Basic Wind Speed 175 _ mph Hurricane Prone Region(V>100 mph) Struc Category(I, II, III,or IV) II Table 6-2 Values Exposure B, C,or D C Alpha 1 9.500 Struc Nat Frequency(n1) 1 Hz zg 1 900.000 Slope of Roof 0.3 :12 Slope of Roof(Theta) 1.2 De Type of Roof Gaged Kd(Directonali Factor) 0.85 Eave Height(Eht) 9.40 ft Ridge Height(RHt) 10.80 ft Mean Roof Height Ht 10.40 ft Width Perp.To Wind Dir B 52.30 ft At= .6.105 •""• "":' Width Para[.To Wind Dir L 51.00 ft Bt= 1. 00 '. 0000.. Bm= .650 • Calculated Parameters Cc= 000Q.200 .... 0000.. Type of Structure 1= *0690.00 ft .... 04:606 Height/Least Horizontal Dim 0.20 Epsilon = •••8Q00 •••• ••�•• Flexible Structure No Zmin= •45.00 ft--6 - •••••• 000000 0 0 0 0 Gust Factor Category 0000.. 1: 'Rigid Structures-Simplified Method •••••• Gustl For rigid structures(Nat Freq>1 Hz) use 0.85 • 85 •••••• Gust Factor Ca"pry 11: Rigid Structures Complete Analysis .; • Zm Zmin 15.00 ft Izm Cc*(33/z)^0.167 0.2281 Lzm 1*(zm/33)^Epsilon 427.06 ft Q 1/ 1+0.63* Min B,L+Ht/Lzm ^0.63 ^0.5 0.9184 Gust2 0.925* 1+1.7*Izm*3.4*Q 11+1.7*3.4*Izm 0.8821 Gust Factor Summary G Since this is not a flexible structure the lessor of Gustl or Gust2 are ul 0.85 s Fin 6-6 Internal Pressure Coefficients for Buildinns. GcP1 Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildin s i * Copyright 2013 www.mecaenterprises.com Page No. 1 of 2 7/21/2014 MECAWind Version 2.0.2.7 Detailed Wind Load Design (Method 2) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCP Loads on Components and Cladding for Buildings w/Ht<=60 ft 3 15 Ht 2; 1 ; 4 i a Wie�ed<R9°f • a= 4.16 => 4.16 ft •••••• •••••• • • Double Click on any data entry line to receive a help Screen ••;••• Component wrath span Area Zone GC "S8.47 --lar ...••• (ft) (ft) (ft^2) Max Min • 1 WINDOW 9.25 4.21 38.94 5 0.81 -1.07 •••+•• 2 WINDOW 8.86 4.21 37.30 5 0.81 -1.08 ;••••; 3 WINDOW 3.08 4.21 12.97 4 0.88 -0.97 • 4 W INDOW 4.43 4.21 18.65 4 0.86 -0.95 39.52 '37'.21 5 WINDOW 7 2 14.00 4 0.88 -0.97 38.56 -38.49 6 WINDOW 3.08 2.17 6.68 4 0.90 -0.99 36.48 -36.98 7 WINDOW 3.08 2.17 6.68 4 0.90 -0.99 38.00 -38.11 8 WINDOW 4.42 3.2 14.14 4 0.88 -0.97 37.20 -37.41 A D. DOOR 5 6.67 33.35 4 0.82 -0.91 36.45 -37.48 Note:*Enter Zone 1 through 5,or 1 H through 3H for overhangs. Copyright 2013 www.mecaenterprises.com Page No.2 of 2 ABB� C „�� a,�I,nQ� MAP OF TIONS: Survey Pras, Inc. ARC ACD= AIR CIONDITIONER PAD 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 BCR = BROWARD COUNTY RECORDS Tel: 305.767.6802 BLDG= BUILDING BM a BENCH MARK www.Stu r v 6 y-pro 8.c 0 m BOB = BASS OF BEARINGS CBS= CONCRETE BLOCK&STUCCO 15 ALLEY(PLAT) (C)= CALCULATED LOCATION MAP: w ASPHALT w CLF= CHAIN U LINK FENCE NOT TO SCALE NCE .FIP 1/2” O - o COL= COLUMN NO ID o " 7-5 o D.E. = DRAINAGE EASEMENT D.M.E. m DRAINAGE&MAINTENANCE b EASEMENT NORTHD/W- DRIVEWAY S D a �_� FIP 1/2" EB = ELECTRIC BOX 0.54' NO ID EP EPC= ENCROACHMENT EDGE OF PAVEMENT EW= EDGE OF WATER FDH = FOUND DRILL HOLE FF= FINISHED FLOOR ELEVATION 7 is �a s� ra as no sa 8 rm ffi n 4 s FIP - FOUND IRON PIPE(NO ID) $ ' FIR = FOUND IRON ROD (NO ID) FN - FOUND NAIL(NO ID) FPL= FLORIDA POWER &LIGHT { 23.0' TRANSFORMER PAD —+--.---.—. 6�0�--• —.--. L.E.= LANDSCAPE EASEMENT • •.m, ••• F20' L.M.E. =LAKE MAINTENANCE EASEMENT • • LOT 2O (M) =MEASURED MDCR = MIAMI-DARE COUNTY RECORDS m m MH= MAN HOLE PROPERTY ADDRESS: •••••• •••••• ••••i• o BLOCK 219 ML= MONUMENT UNE 147 NW 109TH STREET, MIAMI SHORE•F� 1.68 (P)= PLAT N PB- PLAT BOOK •••••• •••••• • • D/Ytl PC- POINT OF CURVATURE •••• 6900 ••••• PCP = PERMANENT CONTROL POINT PE= POOL EQUIPMENT PAD • • PG= PAGE LOT 20, 219,5OTFIOAMI SHORLmS E7FIENSION,•ACCDIiIG TO I�FiI•PL�f PI = POINT OF INTERSECTION 24.0' PL= PLANTER THEREOF, AS RECORDED IN PLAT BONT 411PAGE 40, oFO1HE PEBLIC REWR"•F• POB - POINT OF BEGINNING MIAMI-DADE COUNTY,FLORIDA. 096000 • • • Z ' 19.5'_ ,:',j Z POC = POINT OF COMMENCEMENT • • • • O ;. i PRC= POINT OF REVERSE CURVATURE • • • • •••••• O II PRN = PERMANENT REFERENCE •••••• MONUMENT A/C PT= POINT OF TANGENCY •••••• CA) GJ R = RADIUS DISTANCE FLOOD ZONE INFORMATION: • •••• • • LOT19 CA) D 12.45' (� LOT 21 (R) = RECORD BASED ON THE FLOOD INSURANCE RATE MAP OF* •FEDERAL EMERGENCY .� BLOCK 219 V N' 40.5' BLOCK 219 RE RESIDENCE WAY MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON SIP= SIP LB#8023 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF "GG SND SET NAIL&DISK LB#8023 SURVEY IS WITHIN ZONE X BASE FLOOD ELEVATION VA COMMUNITY NAME & n METAL AWNING STL= SURVEY TIE UNE NUMBER ,QF MIAMI SHORES 120652 MAP & PANEL NUMBER 12086C0139 N ONE STORY CBS �YP)- T PICAL suFFlx 11,90' mUB = UTILITY Box P U.E. = UTILITY EASEMENT SURVEYOR'S NOTES: O „W� 1.5' 10.1' RES#747 a V W/F = WOOD FENCE 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM 0.54' it (NGVD 1929). Ci METAL AWNING 020' 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND `SYMBOLS: UTILITIES UNLESS OTHERWISE NOTED. K 101'0.13, 3.0'4.3 , 25 3' 4 9' 3 0' ® = TELEPHONE RISER 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO •mm•� 15.2 ® = CABLE TV RISER MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, 11.88' 12.52' 0.1T ® = WATER METER RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. Za X 0.00 = ELEVATION 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED C ri (00') = ORIGINAL LOT DISTANCE TMISEON DIS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF A = CENTRAL ANGLE 5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB1 8023. w 1 - CENTER UNE 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. WV 7.FENCE OWNERSHIP IS NOT DETERMINED. • m = WATER VALVE 8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE p = CURB INLET OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING a aD = FIRE HYDRANT ES 9. BEARINGS WHEN ISHOWN ARE TO AN ASSUMED MERIDIAN AND BASED ON PLAT. c� THE CENTERUNE OF NW 55TH STREET BEARS N90'00'00"E. ( = LIGHT POLE E] - CATCH BASIN CERTIFIED TO' FIP 1/2" FIP 1/2" �,— UTILITY POLE SHIRLEY MURILLO ® = DRAINAGE MANHOLE 359.86' A NO ID NO ID O$ = SEWER MANHOLE REVISION(S): BLOCK N90°00'00"E ?5.w 5'SWK � = WO FENCE CORNER d —•— = CHAIN LINK FENCE — = OVERHEAD UTILITY WIRE M � ❑ ❑DDS co M ASPHALT CONCRETE PAVERS TILES COVER 11.8'ASPHALT PAVEMENT SURVEYOR'S CERTIFICATE: DATE OF ORIGINAL SURVEY• NW 109TH STREET I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND ME TS THE MINIMUM TECHNICAL STANDARDS SET 02/03/2014 (WEST BOUND) FORM BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPP S IN CHAPTER -17 FLORIDA A MINISTRATIVE "g. 14010181 RW1 W ) CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. FILEP. C-0111 0.5' CURB MEDIAN AUTHENTIC COPIES OF THIS SEAL DRAWN BY. NICK Ci SURVEY SHALL`BEAR THE RILLO BOB:NW00'00"E ORIGINAL SIGNATURE AND CAD ii MUSIGNATURE RAISED SEAL OF THE STERED PROFESSIONAL SURVEYOR & MAPPER SHEET 1 OF 1 ♦ SURVEYOR AND I MAPPER STATE OF FLORIDA LIC. # 6945 t SII U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY(MANAGEMENT AGENCY OMB No.1660-0008 National Flood Lt wwwe Program important• Read the Instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name SHIRLEY MURILLO Policy Number. A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIL Number. 147 NW 109TH STREET City MIAMI SHORES State FL ZIP Code 33168 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) *MDCR FOLIO#11-2136-003-0200 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,eta)RESIDENTIAL A5. Latkude/L.ongitude:Lat.N25.87518* Long.W80.20109* Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlepace or enclosure(s) 1077 sq it a) Square footage of attached garage N/A sq it b) Number of permanent flood openings In the crawlspake b) Number of permanent flood openings In&attached garage or enclosure(s)within 1.0 foot above adjacent grad .4 within 1.0 foot above adjacent grade 0 0 IWA c) Total net area of flood openings in A8.b 44 sq in c) Total net area of floe!oppiiipgs in A$$'/A Esq In: In- d) Engineered flood openings? ❑ Yes ® No d) Engineered flood opeAfgs? QO'rsf. ® No • SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATiQ i:: • • B1.NFIP Community Name&Community Number B2.County Nametate VILLAGE OF MIAMI SHORES 120652 MIAMI-DADEI-PHRIDA, • B4. arrel Number B5.Suffix 86.FIRM Index Date B7.FIRM Pane! 88.�Fl 'l39.Base Flood Elevations) ere A 120886CO139 L 09/11/09 Effective/Revised Date Zo ••• AO,use base flood d601. Mi1/09 ' • WA •••••• 610. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in item B9. • • • ' ' ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: •• • •••• • • 611. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building looted in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:WA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,ARAE,ARiA1-A30,AR/AH,AR/AO.Complete Items C2.a-h Pelow according to the building diagram specified in item A7.In Puerto Rico only,enter meters. Benchmark Utilized:"MDCR N-M Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in items a)through h)below. 10 NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)lop of bottom floor(including basement,kxawlspace,or enclosure floor) V.7 ®feet ❑meters b)Top of the next higher floor 12.4a ®feet ❑meters c)Bottom of the lowast horizontal structural member(V Zones only) WA. ®feet ❑meters d)Attached garage(top of slab) WA. ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building x.26 ®Beet ❑meters (Describe type of equipment and location In Comments) f) Lowest adjacent(finished)grade next to building(LAG) 1Q.7 ®feet ❑meters g)Highest adjacent(flnisFred)grad next to building(HAG) IQ-JQ ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N/9. ®feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION ?his cartiflflc adon Is to be signed and seams by a land surveyor,engineer,or architect authorized by law to certify elevation Information.t oertAy that the infomratw on this Cerdficate represents my best efforts to Interpret Hie data avaffable. I understand Mat any false statement may be punishable by fine or Imprisonment under 18 U.S.Code,Section IW1. ® Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name NICOLAS DEL VENTO License Number 6945 Title SURVEYOR Company Name SURVEY PROS,INC. Address k34kLl-��IVJ 148 City MIAMI State FL ZIP Code 33183 Signature Date 2/3/14 Telephone 305-767-6802 L FEMA Form 0$. (7/121 See reverse side for continuation. Replaces all previous editions. w ELEVATION CERTIFICATE,page 2 IMPORTANT:In Owes spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit„Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 147 NW 109TH STREET City MIAMI SHORES State FL ZIP Code 33168 Company MAIC Number. SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)Insurance agent/company,and(3)building owner. Comments GPS COORDINATES OBTAINED USING GPS DEVICE "MIAMI-RADE COUNTY RECORDS *"AIC PAD HiGHES CROWN OF OAD E ATI 10.69 MAIN FL E TI =1 $Ignatu Date 2014 SECTION E—Irl III DING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Cer fl xft Is Intended to support a LOMA or LOMR-F request,compieie.Sections A,B, and C.For items E1-E4,use natural grade,9 available.Check the measurement used.in Puerto Rico only,enter riVers. • ',.••' Go**:* E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation R ger below be kVhest adjaceujt grade(HAG)and the lowest adjacent grade(LAG). 0000 •• . •••••• a)Top of bottom floor(including basement,crawispace,or enclosure)Is ❑feet ❑metersghvp or❑bekW the HAG, • b)Top of bottom floor(including basement,crawispace,or enclosure)Is ❑feet ❑nesters 9 above or❑ I rnY the LAC' •"• E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Iters 8 and/or 9(see pages 8+ 9?1nn**uctiorsj (text hMMrf r (elevation C2.b in the diagrams)of the building Is ❑feet ❑meters ❑above or ❑below the mt. ••••• E3. Attached garage • •(opt of slab)Is ❑ •••••• ••••❑feet meters ❑above or ❑below the HAG. . • • E4. Top of platform of machinery and/or equipment servicing the building ❑feet ❑meters ❑abave'Sr❑bebjt%e ITAG. • • E5. Zone AO only: If no flood depth number Is available,Is the top of the bottom floor elevated in accordance with NcamAuunity's flood lain manj j%V$j ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information In Section G. losses ••••• SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CER"MFICAtION too* • . : The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community4ssued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code S�nature Date Telephone Coriments t� ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used In items G"10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who Is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located In Zone A(without a FEMA4ssued or community-Issued BFE)or Zone AO. G3.❑ The following information(items G4-G10)is provided for communly floodplain management purposes. G4.Permit Number G5. Date Permit issued G6. Date Certificate Of Compiiancs/Oocupancy Issued G7. This permit has been Issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G& BFE or On Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design food elevation: ❑feet ❑meters Datum Local Off clars Name TWO Community Name Telephone Signature Date Comments Check here if attachments. Y .M FEMA Form 08 .0-33(7112) Replaces all previous editions. w r MIAMI-©ADE I APPROVE AND CERTIFY THAT THESE SHOP DRAWINGS COMPLY AND MEET MY 1T CONTROL COUNTY g PRODUCT CONTROL SECTION DESIGN CRITERIA 11805 SW 26 street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2471 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTAN UJOL ARCHITECT AR#0010458 w w.miamidadwageconomv CGI Windows&Doors,Inc. 12237 S.W. 204 TERRACE,MIAMI,FL 33177 10100 N.W.25"' Street PHONE: (305) 232-2155 Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable roles and regulations go*Cuitityy use of construction materials.The documentation submitted has been reviewed and accepted by Miami-DRER-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 perforin 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 Cade, including the High Velocity Hurricane Zone. DESCRIPTION:Series 11160 Sentinel"Aluminum Outstiving glazed Doors w/wo Sidelites-LMI .... APPROVAL DOCUMENT:DrawingNo.W13-01 Rev A,titled"Series 160 Sentinel Outswing DoorPrA@;ts 1 thra••;• 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation.,dated 01-03-13 and last revrs*Won JUJ•S j;�O 13, '• Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control-App bt�al stBAP s8ith the Notice of Acceptance number and approval date by the Miami-Dade County Product Contrarmetton. :•••• 0066 0000 MISSILE IMPACT RATING:Large and Small Missile Impact 0 0000• 0 0000 0 ••••• Limitations: 00:6 00 0 0.666 1. See Design Pressure ratings single and double doors in sheet I,single sidelite in shdt X8nd door ffiulli'bn in "":' sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to thlooMi4f assembly.• 0000 0 2. See glazing option in sheet 5 and locking hardware in sheet 9. 0 0 000000 LABELING:Each unit shall bear a permanent label with the manufacturer's naive or logo,'aiq,state and series and::ease:: 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 for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages&I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. a NOA No.13-0226.06 Nr�AhiHDADE COUNTY Expiration Date: August 08,2018 Approval Date: August 08,2013 Page 1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-01 Rev A,titled"Series 160 Sentinel Outswing Doors",sheets I thru of 1 I of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation.,dated 01-03-13 and last revised on JUL 31,2013,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF,sill S-I only) 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 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc.,Test Report No.ATLSF-1218.01-12 dated 02/11/2013,signed and sealed by Henry Hatem,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 02/11/13 mid last revised on Jun•04.2 13, signed and sealed by Javad Ahmad,P.E. 000 •••° •••••• 3. Glazing complies-%v/ASTME-1300-02&-04. '• •• •• D. QUALITY ASSURANCE •••••• • 0000.. 0000 0000 . . 1. Miami Dade Department of Permitting,Environment,and Regd14WWAffaiix(PERA)...... 00.00. 0000 0000. 00 00 00 0 E. MATERIAL CERTIFICATIONS 0000.. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNenmuys&Co.=Ina,for •••;;• their"DuPont Sentry Glass®interlayer",expiring on 01/14/17. • 0••••• 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical ro&pany(MA�-former •••• Solutia Inc.for "Saflex clear&color glass interlayer",expiring on 05/21/16. •••• 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET core", expiring on 12/11./18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,dated 02/11/13,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters,as part of the above referenced test reports. G. OTHER 1. Test proposal# 12-0553,dated 04/25/12 approved by RER. haq L Chanda,P.E. Product Control Examiner NOA No 13-0226.06 Expiration Date:August 08,2©18 Approval Date: August 08,2013 E-I :t 37-1/4e i2' DOOR FRAME WIDTH DOOR FRAME YAOTH HEAD ANCHORS AT SRT ENDS 2 ANCHORS gUANT197 CHART 8"MAX. 3' A TILE S',O, HEAMa D/SILL 3" g" 3" SEE CHART FOR OUNJf1iY SHIM ,A ANCHOR .TYPE •O• O CORNERS A �-r A ,b -- _ 1/4• a a aHEAD/SILL CORNERS F $ 1 I I 3/S' 6 8 8 =X ro L IY t r �o 'LOCK OPTIONS- SEE SHEET 9 1 c ii /• jj � Dme huk o8.'Zct� pmat It ti C. i `« � SERIES 180 SENTINBL �) a i Osi I i ACTIVE ' ACTIVE �1 APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS i WITH OR WITHOUT SIDELITES. B YFALSE SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z y� 23 1/2' ro 23 1/Y ` a SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. 2L OPG. �TYPE 2 ANGI10R5 D.L �6 DA. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. .� SEE SHEET 4 FOR SIDEUTE TO DOOR MULLION CAPACITY. o SURFACE APPLIED THE LOWEST VALUE FROM OOOR, SIDELITE OR MULLION CAPACITY AT STILE ENDS. MUNTNS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT STILE ENDS MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATKNJ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE xx ) REQUIREMENTS OF THE CURRENT FLORIDA SU1LOW CODE 14MUDW KOH VELOCITY HURRICANE ZONE(HYHZ). DOOR OPTION i8Y OR 28Y WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY To TRANSFER LOADS TO THE STRUCTURE. DOORS LOAD CAPACPfY-PSF DOORS TOAD CAPACITY - PSP ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS SINGLE DOORS(%) DOUBLE(XX) EMHEOMENT TO BASE MATERIA.%KL BE BEYOND WALL DRESSING IXC STUCCO. ODOR RAMS. TAM.or INSUL-LAM. DOOR om LASL or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAMEtRHT (-) FRAME tWDiH IiEltlif �-) ARE NOT PART OF THIS APPROVAL 5WIDTH OT 98" (a) 7Y• EA• t��• • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. NOTE: • • • • • • • • NATERULS INCUIDINO BUT NOT LIMITED TO SCREWS.T1MT COME INTO g. VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE RE • •• • • • • • CONTACT WITH OTHER DIS91tLARCODE MATERIASECTION 2 MEET 11iE REQUIREMENTS O •• • • • • ••• • �CURRENT FLORIDA SLOG•CSE SECTION 2003.8.4. •• ••• •• • • • •• rqr d �T FLUSH BOLTS AND LOCKS MUST BE ILA.PE#71582 5 ENGAGED TO HEAD AND SILL MONS ODOR Q.L.O. DIMS. CAA Im PEFUM OF HURRICANE WARNING. D.L.O. HEIGHT- FRAME HEIGHT - 12.875` • ••• D.L.O.'MOTHk•ODORS) •FRAME 4ADTH - 13.75" GLASS CAPACITIES ON THIS SHEET ARE i•• i O.L.OrYRIiITINOTE: #XXL==FTRI�ME3YIDTH - 25)/2 UL 3 9%13 db e BASED ON ASTM E1300-04 (3 SEC. GUSTS) • % ' W13-01 AND FLORID BUILDING COMMISSION • • �RA ?� A4D � ' ' DECLARATORY STATEMENT DCA05-OEC-218 AMUS ARE NOT REOIRRED. sheet 1 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• ••• ••• • • • •% • DOORFRAMEWIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS QITANTITY CHART 6'MAX. y TYPE'A'D'D'OR'C ' ' 3' SEE CHART t QUANTITY ANCHOR TYPE HEAD L 3' AT STILE ENDS Ham/ 38SHIM A CORNERS A CORNERS IJ$ 4 4 4 4t $ I 1 I 3/fY 8 8 8 r Q I it \ 1 C 1 LACK OPTIONS I : SEE SHEET 8 1 ==== t VW NG NG THAT EXCEEDS 21' it ADO AN ADDITIONAL ANCHOR BETWEEN HINGES ON DOORS OVER ACTIVE ACTNE �- C$Lj < $ 23 IJV 23 1/2' 23 1/2' a 8 0 DA.01'0. 2 ANCHORS O.L OPG. D.L.OPG. R�nd m�amplflaEwDSIM TYPE.B. 4 ANCHORS SURFACE APPLIED �MBf AT SME ENDS TYPE'B' FALSE MUNUMS _ AT STILE ENDS 11AY BE USED BA TYPICAL ELEVATION FOR 3 HINGE DOOR -TYPICAL ELEVATION FOR 3 HINGE ODOR 8 �'�µ ( X ) ( XX ) NOTE: SEE SHEET T FOR DOOR CAPACITIES m� • •• • • • • ••• • •• ••• i• • • • i• 'N�SAD �J q�, FLA PE 6_OfN 92 qs n CAR auw • ••• • • • • ••• • • • • • 0.0 • • JUL x013 d.owirlg no. . . . . .. . . . . . • • •• • • W13-41 shset 2 of 1� ' ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • t � 144'MAX. 37 Ile' 36" 72" 36' SEE CHART FOR QUANTITY SIDEUTE WIDTH SIDEUTE WIDTH DOOR FRAME WIDTH SDEm WI ASHD ANCHORS O 3" 8' 3' AT STILB&MULLION ENDS 8°MAX. 8"MAX QUANTITY CHART CORNERS COR_F AJ Rf _ ANCHOR TYPE a NERS I I ` 1 SHN .A. 1 '$..AL_ I Jil ii 1 LOOT( ! � .J/ FASTENERS SAME t=.-NS M M�8 !/• SEE 9 AS I ==a= e_c= F ANCHORSSHEETS 1 a p SHOW ON c0 a0 p ,// II II I II II IQ I II I�jI (/► \ j Ii/ It ll \ i It 1 It It Nt;R ACTNE INACTIVE - $$M Ci Ca IP/2' IIvc31 1/8' 31 1/8" 23 1/2' 31 1/8' 1.11 O D.L.OHO. O.L.OPO. D.L.OPIi. O.L.OPO. D.L OPO. DESIGN LOAD CAPACITY -PSF SUWACE APPLIED 4 ANCHORS FALSE MUNTU43 SIDELHE Fk STATIONARY PANBL(o) 'TYPICAL ELEVATION TYPICAL ELEVATION a SI2£AND IAaY . WIDTH HENbiT wWH FICHES EXT.(+N)OTE WT.(-) ( O ) ( Oxxo ) MIAUON ENDS E4"E as 24 60.0 60,0 SIDELITE OPTION20-M `o 30 80.0 eo.0 33 84 80.0 e&0 / 38 80.0 80.0 37-1/8 77.6 77.8 38 73.8 73.8. STOELEE D.L.O. DIMS. 42 886 e&e 2a 60.0 80.0 •• 009 • s • • A.0 4HlsiGHT � FRAME HEIGHT - 12.878" 30 80.0 80.0 • • ••i • • • r,WIDTH Swum BROTH - 8"STAND ALONE smEUTE ONLY e 33 go 80A 60.0 • •. • • • • ••WL.O.dWOTH SIDEUTE WIDTH - 4.878 SIDEUTE TO DOOR ONLY 38 80.0 80.0 •• ••• •• • • • •• nJA 37-1/8 77.8 77.8 CN0. 73.8 73.8 gS •� , 24 80.0 80A) • ••• • + • • 8 8 8 BOA 80A f • • • • • • • • • p 33 88 80.o $0.0 ••• • • • • • • • • • J U 2U 13 drawing n0. ! 36 80.0 80.0 • •• • • • • • • . W13-01 37-1/8 77.6 77.6 • • •• • s • sheet 3 of 11 • • • • • • • • • • • •• •• • • • •• •s r • M • DESIGN LOAD CAPACITY-PSF DOOR DOOR DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDELIFE FRAME SIDELITEDOOR SOELITE FRAME Ai o SIOELITE LEAF FROM BIDELiTS TO DOOR MULT30N WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH I.WIDTH. .YADTH pti n WIDTH WIDTH HEIGHT (�NOTE BELOW) - i Z ; u4ctres wares mcm EXT4+) OG.(-) / w/ / \24 80.0 S•0 C C 3333 35 84 800 38 80.0 80.0 37-1/8 77.8 77.8NLl 39 73.8 73.8 \ 14, ]142 88.8 88.8 924 80.0 80.o \ / 30 em 80.0 __`aP0)..... ) a 33 35 90 .80.0 a" xOx 38 80.0 80.0 OX 37-1/8 77.8 77.8 SIIreUTE ODOR FRAME SIoam DOOR FRAME SIOELII'E g 39 73.8 739 WIDTH WIDTH WIDTH WIDTH WIDTH e� 24 80.0 80.0 - - 30 80.0 80.0 33 38 98 80.090.0 1 H35 37 /8 77.8 779 N ( END A � •C ) ,DOOR EEND Y_• (0%7(0) �O C4 J O SEE SHEET 3 SEE SHEET I z Z 151, rid 'wh/aBH 0220 I LEAF Wm Ret S10ElffE wom DOOR FRAME WIDTH (�a �+-r'--•"^�-• cl SINGLE 37"MAX. DOOBLE 72'1JAX. Migm TODD INSTRUCTIONS: NOTE: USE CHARTS AS FOLLOWS ••• • • • • • •• GLASS CAPACITIES ON THIS SHEET ARE ••• • • • • • • • • BASED ON ASTM E1300-04 (3 SEC. OUSTS) a 1, SELECT SINGLE OR oo77BLE DOORS CAPACITY FROM • • •• • • • • • AND FLORIDA BUILINNG COMMISSION TABLES ON SHEET 1• •• • i•i •• DECLARATORY STATEMENT DCA05-DEC-219 g q 2. SELECT LOWER OF SmsTE TO DOOR MULLION •• ••• •• • • • •• CAPACITY FROM TABLE ABOYE. � CTVA. � 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. §§ ••• ••• ••• ••• ••• 3 •8 1T ... . . . . . . 0 1114 2013 • •• • • • • • • • W93-01 sheet 4 of 11 • •• •• • • • •• •• ••• • • • ••• • • C �a n 5 3/18"TEMPERED CLASS 3/8'AIR SPACE 3/16'ANN.OIASS 43/11 ' N'D MUSS 3/18'ANNEALED GLASS � {{--.090 SAFLE1t PVB BY'EASTMAN CHFA1K L Co.* r.0 SAfl.IX P1IB BY'EASTMAN CHEWCAL CO.' .080 SAFLEX PYS BY'EASTMAN CHEMICAL CO.' NTERLAYERS-1- 0 SE TRYGLAAS BY'DUPOM'ASTMAN CHEMICAL CO.' S-1-.0 SETRYOLAAS BYBY•EASTMAN CHEMIC&UIPONY CO.' INTERIAYERS-�•MO SENTRYMCP By`EASTMAN AAS BY'DUPONT'CHEMICM.CO.' QO� SR 3/l8'LLAWL GLASS 'LLLLHEW STREN'D MASS 3/18'HM STREN'D GLASSSILICONE O M�i ' NE DOW CORNING 995 CORNING 985 DOW CO DOW CORNING 899 DOW EARNING 899 WIN�G 889 N� GE-1200 QE-1200 GE-1200 �j NM rte AIRSPACE ST. STEEL,METAL SPACER AROUND �/ \ ,/ THE PERMETER OF THE GLASS. 7/18" TAD. GLASS 7/16" LAM, GTAS3 �ua�nPlyUgwfiitan' 1" OYSRALL INSUL. I.ADf. GLASS IdtiB<'o!3, f GLAZING OPTIONS �r ..... .. It • • • • • • • • •• £ JMAO AF9AAD k 1 eo• •• • • • •• CtVA. q MAN 7.0m 0 i g g • ••• • • • • 4 • • • • • • • • • • JUL 613 drwAng no. . .. 0 0 W13-01 ISTTYPICAL ANCHORS 1 B YSEEJOtm am OR WOW BUpC EDGE G . SEE ELEVATIONS 00 DIST. NOTE SHEET 1 WOOD STRUCTURE Q FOR SPACING a. SEE NOTE SHEET 1 ��' • c a. •':•d+' ° 11 EDGE £OQE fNST. STRUCTURE .6CONCINETE. I � LL a UL ow I-III `ii . I I I Ina{ n I I 21 V I 12 - •fYpIC/Q,ANCHORS �ELEY SONS SEE FOR 9+TYPICAL �c �Iq I fi®' is SEE ELEVATIONS FORSPACING g FOR SPACING rats i I II mm-RADE COUNTY APPR04E0II B�jtlgpjj I I I IICUPPED MULUON SEE SEPARATE NCA II 'el WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS I� --------- MUST --___)IMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 25 AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEY.FOR sPACIIc TYPICAL,ANCHORS TYPE 'A- 1/4' DIA, ULTRACON BY 'ELCO' (Fu-177 KSI.FY-155 X67) FOR SPACING 8 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O 1--1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) cq z�qq O THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 Rei 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) pp'� o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) Z z E2�. TYPE '8'- t/4" DUI. ULTRACON 8Y 'ELCO' (F°-177 XSI.FY-155 XSO $ DIRECTLY INTO CONC. OR MASONRY g 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SIU.) 1-1/4' MIN. EMBED MITO CONC. OR MASONRY(JAMBS) 0 28 TYPE 'C'- 014 ST/ST SMS OR SELF DRILLING SCREWS (Fu-100 X%Fym-KSO INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') INTO METAL STRUCTURES (HEAD/SILL/JAMBS) wPprotKdwamaPblpe+N6Xw STEEL : 12 GA. MIN. (Fy = 36 KS MIN.) ilaFfdt ALUMINUM : 1/8'THK. MIN. (60 -T5 MIN.) _ - I i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) T]C1'� EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. ® i `®� INTO WOOD STRUCTURE - 1' MIN. • INTO METAL STRUCTURE - 3/4" MIN. 21 i 23 1 I •• 12••• • *, • •• • •• CONCRETE AT HEAD.SQL OR JAMBS f'o - 3000 PSI MIN. < tS • • • • I I • • •• • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm= 2000 Pm MIM. t • •� • • • • • • CORS MAY BE HEX OR FLAT HEAD. FLA.K 11 70592 J, CIIL • • e SEALANTS: CAN.3mg Ic ° ALL JOINTS AND FRAME CONNECTIONS SEALED WITH S EmmaAu ELEvma : : : : : : ; GE SCS2000 SILICONE SEALANT. `�' 13 DIST. Q drawing no. FO wi 3-01 • • •• • • • DOOR DETAILS sheet 6 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• 00 ••e •i• :• •• 3/SHIM8'VAX o '/slumz i a HIY wow 8= o .r SEE NOTE SHEET i IVE P ACTLEAF 2, a '� TYPICAL ANCHORS S TYPICAL.ANCHORS SEE M. 77VVSS FOR SPACDID , N q3 D.L OM METAL ;...:: w Nwm IagaHAIM STRUCTURE LEAF WIDTH EXTERIOR 3 POW WITH SMT � t2 DOOR FRAME WIDTH L/Z'MAX. 4 JV SHIML/2* ' ' 3 POINT LACK St96{.. Ci G �DEAD SF HOLT OR W000 SUCH CoNCI m_ FT.USI I3OLY SEE jr ' Z Izi Z MASONI1YACTIVE LEAF INACTIVE LEAF r$O • 24 L9 (_�OO TYPICAL.ANCHORS i r• 22 i9 U O29 . FORSEE SPELLY..' . AC9ISk' . Q �d g 7 7 7 SEE ANCHORS S D.L.OPO FOR SPACING DL OPO. EXTERIOR LEAF WIDTH LEAF WIDTH g DOOR FRAA,E WIDTH •$ •• ••• •• • • • •• Etgrt JACA 5 L FtX PE 67M2 k ••• • • • • • • • • • '� �� dmwinq rro. • •• • • • ••• ••• DOOR DETAILS • • •• • meet 7 of t Dil ••• • • • • ••• • • TYPICAL ANCHORS SEE ELEVATOM FOR SPACDXS 4Y M �.EDGE olsr.. z ; OU,z 0 ' ae .. Mono JAMB FASTENERS CO �TE H TY ' J a 19 SSDOORDOOR EE L OCATIONS Nt2tSPACM OR .. ON$HEM 1 &2 �3 0 $ + °. O �IV 4 $ EXTERIORa I e• 4 O.4 OPO. LEAF WIDTH 26 SETEUTE WIDTH DOOR FRAME WIDTH 37 ►NX.SINGLE 72•MAX.DOUBLE c FRAM WIDTH o TWIMA.ANCHOR. Of rItA MO SEE a&. FOR SPACWG LAPPLY SEALANT BEFORE MAYM By rice 7• S.n.,�s •• ••• • • • • • •• NOTE: UMff SHIM TO METAL STRUCTURE AT JAMBS TO 3/8° o 12 • • • • • • • • ca G ,S• se• • • . • • • •• !• • •• • • • •• Engn JAY O . /pV(p FLA.PE \ CAASSSBa e CONCRETE.: ' I v.�,3..•�i• ••• ••• • • • • EDGE DIST. iYPICA.ANGORS •• • • • • • • M, • • . ••• ••• SIDELITE DETAILS W13g— PRS41 gM2N0 •• • sheet 8 of 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • u 8 ' BILL OF MATERIALS EXTRUSIONS MISCELLANEOUS z Inx/ PART t•. @SCRIPTm NATERIN. HAW. ROM ITEM (ODE PART ft msmm1m mATERI& RO r. mmmTS � 1210 I COI-169 FRRAE READ AND SU 6163-T6 CGI EXTRUDER 21 PIT - FRANE T FOAM AItES/DRY OR !s� 2 C61-190 FRAME JA/B 6063-T6 CEL EXPRIIDCR 82 X6 32084 390 FM 6AAET rw AI<CSB w V 3 C64-196 SI00.ITE HEAD ARD SSU Am.% EST EXTR00ER 23 NS M33321fri W z 320 VEATIERSTV PILE W EERIER FIN PAX/. MYRAFAI OR Q 4 CM-197 FREE STAN61N6 SIRI.ITE DRIB 6063-76 Gil EXTRUDER 24 N8 tY9>V I J67 X.9A lar4 PRE V'STRIPPRO VOM V/PIN 10.TRAFAB tR Y.• S CGI-I96 MATM SIOd M JARS 6063-76 CGI EXPAIM 2N N9 CH-284 WM(4 1/2'X 49 MRI 06t-WSIRI Q k n 6 CW-193 PAN0.TOP AND Ew=RAR. 6063-T6 CGI EZMBER PSA A8 W-US32D IOM'#(4 IA"X 47 RMUS NACEA (� 06 7 CO-194 PANEL VERTMAL STU 6063-76 CQ EXIMID6R PSB IOL AB�6-US3 HN'EiE N 1/2•X 47 $B EAGER 9 cm-199 SHEAR BLOOC 6063-76 Dwo ER 1H �Gt-3M fLA2OIi BEAD BOLD Vm CG[-CIIm tE as-191 row HEAD AND SR3.CREW COVER 6963-T9 ER 27 1L7 VW-*FuLLT TERFADEO RBD-zwo Vtm 3/8'NES no zRx RAZED a�W M Gd-192 FRAW HEAR AND 31LL SLANTED SCREW COYER 6963-TS m't4 CGI-� 7/16'QM ELAIN READ 6063-TB m zTO COI-IE3 1'GLASS 9AA=BEAD 6863-18 m NOTE: REM NUMBERS 8. 10 & 11 ARE NOT10 FA-200 SIEIR 8LOCX PLATE 6163-T6 OER16 CWT" AWN44L 6063-TB DERv C6I-m SCREV CINCR 6163-TD a LOCKING HARDWARE PART Na BESCmm KATE M Rm. mm CGI-4903PL 3 POLI•LOCK ASSMBI.T WIYE iJ•AF) CGI-ttlBm USED BY ALL O mNs 9Q CGI-1204 FL MMXT ASSENLY COMM lEW CGI-cam MCI If ALL fPTIdtS Q� RE OPTION t $499 PASS ACTIVE LEVER WIVE LEN] BALDVRT GO m FD 090 LEVER ONACTIVE LEW t DPTMK 6231 BUSSU RLCTIVE LEN) BNAVDF �V trw 2 JIM DEA08111.T(ACTIVE LEAF) DEEPER BY SOIL Cy J10 Twm AC71VE LEVER VOM LEAF) DEXPER BY SCIL Z .90 TORO OW LEVER OWIVE LEAF) 0PT@R 3 DB21R DEADBR.T(ACTIVE LENT PEEK BEXfE&E'f SCN iPt10tW. mm ACTIVE LEVER(ACTIVE LEN) QBPER CREdt � 8 I"F BLE890 am LEVER OIYACTIVE LFJU'1 CWffRam WTMLO^ O SCREWS wc�Tdrl.emrote4 r tTEN i PART Na Omm Alla NNW o 16 /14 X 3/4•LEX LEAD TfX3-IOXLI@L A7TACHERf 19 16 X t/2'PAR LEAD SRS-ASTRAGAL ATTONERT 12'FQOII LTIOS � 20 I IO X t 1/4'Rt SM3-ASSEMBLY 3 PER 01 •• •.• •• • • • •• E+>Ri JAVA NNM A q�, RA.PE961fge Yo CAR.ava U13 4g gg • •.• • • • • M 8 •.• • • • • • • • • • droving no. . .. . . . . . . . AhCre1 g a 11 _ o Boo W-by A 8 Wimp A"* LWW ASW $ h sa xm ° p0 x 3/4'I71 SIS FWdVwft0 Trp C9Mdd Ow"Any. x rpz rx as M AS* T°Ipteea 0 Adhala —SW W cr" ° TOP SECTION%iOVM (BOTTOM SgdI1.AR) LL Flosrbolta(Inoctive Panel) N i:mcl all Top k Bottom a 00 .00 • ` •• •.• CAA Sa •• Engn JAYA4 AHMAO � x F n s n ... .. . . . . . . . . . JUL, 2013 dra•srg a.. :ea asota •: : III-pow LOCK •• • • • ansae a.t of 11 or . .. .. . . . .. .. ... . . . ... . . 3M5 .125 .750 .082 1.825 1.590 080 O 1.587 4.495 00 K 8@ fa FRAME COVER a O DOOR FRAME HEAD/SILL 8 nn 3b25 1.887 �7 �u M Qy 2.458-1 1.a10 IC �� Leas .oez � 1.025 OO TOP & BOTTOM RAID. �C elo I3 SILL COVER S soo &238 ow .075 .485 1.�& �a '07S 1.283 4.495 °• n 1,� 7 HINGE & LOCK STILE �a r• SI3 M SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER z��.. 185 Fo= .328 gag .138 v .070 .245 .825 1.500 .185 .808 ��prof0a1Wfd 1.822 .115 1.080 o- (5 O 18 WON IB ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE py�G�.c 1.810 3'005 1x28 z000 1.081 .sas .oso 120 .090 • • • • • • 1.184 < 4.000 4.000 ,075 •• • •.09D-4 •• • i . • • . •4.� GLASS STOP (LAM. GLASS)• • • • • • i Etgr.JXM AN= 2.388 AA Et Zraq h .125 1.485 1.485 •1� 38 k CAN • .995 •090 $ 3 1.225i • • . U 613 ••• • • • • 870 • • droving no. • • • • • • • • • • 5.184 • .. Q. . . i • f W13-01 DOOR FRAME JAMB SIDEUTE FRAME 'JAMB 'gbEUTE•MATINO AB GLASS STOP (INSUL LAM. GLASS) sleet t of i t I i i•••i s t i i•iii 20 C2) ASSEMBLY FASTENERS TO BE WSTALLED ASSEMBLY FASTENERS TO�INSTALLED / PRIOR TO'�Km mum JAtiws / Z PFM TO JOINING MATAO JAMBS / 4t. P fAd LS t Q ooa s / 3 i % o lopi i HOLE car----J� ACCESS BOLE � 2 MATING Or i i Q G7 FASTENS SEE SHEET S ! FOR DETAIL4-1 z M rf Z Z $IDEUTE JAMB CORNER SIDEUTE MATING JAMB CORNER 4� DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM TB 9 j 0�jaw AgHroredW YlagwNa Wl 0� 000 • •: ••• •• • • 000AM AVUDcraB c.AJ"+ is . •.• • • • :.• : :•: : : �u a9, • • • • • • droving no. • . • •• • IMP & BOT10M EARNERR ••• .•• • FAF •• ••• W13-01 sheet i t of 11 • • • • • • • : :•�•: : : 0 00.00 h I APPROVE AND CERTIFY THAT THESE SHOP DRAWINGS COMPLY ARID-MEET MY MIAMM:DE DESIGN CRITERIA MUMI-DARE COUNTY 151111111111111111 PRODUCT CONTROL SECTION DEPARTA1 ENT OF REGULATORY AND ECONOAHC RESOURCESR 1 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION . PUJOL ARCHITECT AR 1590 F(786).315 2599' NOTICE OF ACCEPTANCTROPM. 204 TERRACE,AIIAMI, FL NWiomidade.eov/economj CGI Windows&Doors PHONE: (305) 232-2155 10100 NW 25P Street Miami,FL 33172 SCOPE: 1 This NOA is being issued under the applicable rules and regulationsveming the use of construction materials. The documentation submitted has been reviewed and accepte 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 AHS(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"Targa 7200"White PVC horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W13-42, titled "Series 7200 Vinyl Horiz. Roller Wdw. sheets 1 through 11 of 11,dated 07/30/13,with revision A dated 01/20/14,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date byftoMjami— Dade County Product Control Section. •••• •••••• A11SSILE IMPACT RATING:Large and Small Missile Impact Resistant •••••• •••••• ••••;• LABELING: Each unit shall bear a permanent label with the manufacturer's nam;e)r logo, city, state,:,,,,: model/series, and following statement: "Miami-Dade County Product Control AppiUtW" unle;,44ithgr%vise• • noted herein. 0000" 00• ••" **:Go* 00.000 •00• 00.00 RENEWAL of this NOA shall be considered after a renewal application has bee%Vied find t1i8re,hat been...... no change in the applicable building code negatively affecting the performance of this wWuct. .' TERMINATION of this NOA will occur after the expiration date or if there has Been alrevisidu Mjiange••"•• in the materials,use,and/or manufacture of the product or process.Misuse of this"as an endorsement:....: of any product, for sales,advertising or any other purposes shall automatically terminate this 1J(JK Vailure to comply with any section of this.NOA shall be cause for-termination and removal of NOA. ADVERTLSEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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.13-1115.07 IMIAMt DAt COUN77 Expiration Date: February 20,2019 . Approval Date: February 20,204 1.44-114' Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W13-42,titled"Series 7200 Vinyl Horiz.Roller Wdw. (L.M.IJS.M.I.)", sheets 1 through 11 of 11,dated 07/30/13,with revision A dated 01/20/14;prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: l)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 marked up drawings and installation diagram of extruded vinyl equal leg)fin/flange frame horizontal sliding windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014637P, dated 10/04/13, signed and sealed by Ramesh C.Patel,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 08/13/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 696094, 2. Glazing complies with ASTM E1300-09 "" 9909:0 D. QUALITY ASSURANCE 0000.. 1. Miami-Dade Department of Regulatory and Economic Resour;esoKR) "0090 •...• ' 0000 0000 0000• E. MATERIAL CERTIFICATIONS .• •. ••• •0 ••••. 0000 .. . 0000.. 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Chepiipaj.Company(MA) •• j for their"Saflex CP—Saflex and Saflex HP Composite Glas$Inlev'layem with 0 0 00:. PET Core"dated 03/28/13,expiring on 12/11/18. 0 :00-0- 0 . . 0000.. 2. Notice of Acceptan6e No. 12-1231.10 issued to Eastman ChenIfeallCoinva 'MA)' for their"Saflex Clear and Color Glass Interlayers"dated 03128/13,expmng on 05/21/16. 3. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 4. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America,LLC for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/20/14,expiring on 02/19/19. Mann6l Pe z,-P.1, kroduct Control am' NOA No.13- 5.07 Expiration Date: February 20,2019 Approval Date: February 20,2014 E-1 ' CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBM TIED F. STATEMENTS 1. Statement letter of conformance, and compliance with FBC 2010 and of no financial interest,dated 10116113,issued by Al-Farooq Corporation,signed and sealed by Javad Alunad,F.E. 2. Approved Proposal issued by Product Control Section, dated 01147113, signed by Jaime Gascon,P.E., G. OTHERS 1. None. . . .... ...... ...... .. . ...... .... .... . . .... .... ..... ...... .... ..... .. .. .. . ...... ...... . . . . ....% . . ...... i M nuel ez, .E. ProductCont Exa ner NOA No. 15.07 Expiration Date: February 20,2019 Approval Date: February 20,201.4 E-2 73 3/4' 110' INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH i M 8'MAX. 12' 6'MAX. 1Y MAX �g''•�^{j CORNERS b HEAD g HERO 3' I t SILL SILL 1� C g n g u n � \ toS _ _ iit' 6 ro��'6 •� �� m5 � -__ ��' 6 � �% _-__ u% OICa@ K ttl M t: to O K ai 7 1f7 J :I U)O " m PG.VENT rm.UTE SWEEP LOCKS FALSE�MU�NTINpS� 3S' 33" 33" 33" (SURUSED D.L.OPG.VENT 0.L.OPG.FDX.UTE }O D.L.OO.L OPG. F m H 36 1/4" 38 1/4' • Q�iSm VENT WIDTH SWEEP LOCKS FLANGE FRAM VENT YAM `0 g ev�N C, _q ELEVATION •SWEEP LOCKS 9 N M �� (1)PER VENT FOR WOW.HT.UPTO 25"AT MIO How O M (2)PER VENT FOR WOW.HT.ABOVE 25' C3 3 AT 7'FROM TOP&BOTTOM -Li THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. OAYtITE oPENHOS: DAxRE tX 8 SHUTTERS ARE NOT REQUIRED. RICO WIDTH INTERIOR FRAME WIDTH^7.750 �a WIOTRt a INTERIOR FRAME WIDTH- 11 U 2 3 O SERIES 7200 VINYL HORIZONTAL ROLLER WINDOI9 DLG HEIGHT=INTERIOR FRAME HEIGHT-&M WO DLG HENT=INTERIOR FRAME HEWIT^1L562 CVENT) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER a INTERIOR FRAME HUGHT-4.438(FOXED LITE) a INTERIOR FRAME HEIGHT-4.438(FIXED LITE) CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE c COMBINATIONS OF H R./H.R.OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADS COUNTY APPROVED CUPPED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• c REQUIREMENTS OF THE FLORIDA WILDING CODE INCLUDING HIGH VELOCItt HURRICANE ZONE(HVHZ). ••• • • • OF DRAWING X LAMINATED GLASS c S WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER • •• • N INaULATING LAMINATED GLASS ApC LOADS TO THE STRUCTURE. • • • • M • OWERM.NO FLANGE FRAME ELEVATIONS pGE 8 SMALL MISSILE IMPACT •• ••• •• 2• F@MOFRAd!AND FIN FRAME ELEVATIONS I ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS 3 WINDOWS CAPACITY CHARTSAm AHMAO � EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FTN' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 5&6 FLANGE GFRAME DETAILS - -up DETARS IM Fl�a+�°^�XXSNTIwItAIAe $ NOT PART OF THIS APPROVAL. • ••• • 7• FLUSH NRAME 0 NLS v Uat71ad. g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO"ONLY*. � • VA • FIN FOM DEVAS• •— qt NOS ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIRLE.• •• • ••-- art eod°etMATERIALS NCLUDNG BUT NOT LIMITED TO STEELIMETAL S(8"%THAT • • •• 16 VENT ER CXNNSTRUCTION DETAILS Browing rro. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W13-42 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. sheet 1 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � f 73 3/4" 110' �V ` INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 8"MAX. 12" 8"MAX. 12" 8" _ MAX. MAX. 3- HM " Z 3 CORNNERS 7ILL1 SILL CORNERS 71 I O I, 11 II S C E7 {p h S ^O ��p -1 C!d K M J II M O 'f C/I� y y' O n J C 55 0 n m u x n it 41 u 7 n 7 u m q1 � Y1 FALSE MUNTINS 33" 33" 33' 3r ( Mot, •� D.L OPO.YENT D.L OPG.FIX.UTE m H D.L OPG.VENT D.L OPG.FDL UTE SWEEP LOCKS 38.1/4' 38 1/4' ri} VENT - TH SPEED LOCKS FLUSH FPAM VENT WIDTH •SWEEP LOCK (1)PER VENT FOR WOW.HT.UPTO 25"AT MM HEIGHT 2 PER VENT FOR WOW.HT.ABOVE 25" AT 7"FROM TOP•BOTTOM 73 3/4" 110" $M eta INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH zV MAX. $ B 1/8" or MAX HEAO/SLLI. A2 MNf.. HEAO/SIU. A2 U o CORNERS 8 �� CORNERS 8 p n u u n 11 E2 11 %i K G II CCIuiIi 8 p •• S• 'hc'a 01 -1 171t; c=== •• • • • 0 • • •• • • . . . . . . . . . .Eapr•AM ARlNO Approved meomplFlag ntdl l•r FAZE MUNIUVS 33' 33" 33" 33" 011N. I (SURFACE APPUE•j D.L OPG VENT D.L opo.FlX.LTTE °D D.L`opo.VENT O.L opo.FDL UTE FLAp�i MAY BE USED 38 1/4' • 000 •'• •`• • 3 1/4" MOAN � g VENT WIDTH ••• • • • • • *:VE:WIDTH B41nm1 Do c 7rodeN Caa1 $ vti O 'TYPICAL ELHATIONg ' ` 2�91t tJ 1N13--42 aheeE of�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 900 0 0 0 ••• • 0 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP INTEMOR FRAME DW (NO OR ox SI2&4) (xo OR ox Sizes) (Xox S=) (xGX src>ts) INTERIOR FRAME OLA83 TYPRS F GLASS TYPRB0N8 'A', A1'.'H', Ht' NSIONS 'A'. Al'.'H', HI' DIMENSIONS 'A','AS.B'.'H1'W10TH HEIGNT EXT.(+) INT.(-) Kof t7R.(+) 1NT.(-) W10TH Hmaw EXT.(+) INT.(-) WIDTH HEt61tT EXT.(+) 1NT.(-25-1/r 90.0 60A 90.0 90.0 73• BOA OOA 73' 80.0 90.036" 25. 60.0 60.0 2S. 80.0 80.0 168-1/4' 25' 60.0 80.0 105-1/4" 25' 60.0 00.052-t/G' 50.0 ODA 800 60.0 110• WA 90.0 Ito' SDA 60.073-3/4' 60.0 80.0 60.0 60.0 73" 60.0 80.0 73' WA 60.0 25-t/2" 90.0 ODA 80.0 BOA 105-1/4" 37-3/9" 60A 60.0 105-1/4• 37-3/6' 60.0 90.0 INTERIOR FRAME WS o 38' 60.0 60.0 30' 60.0 OOA 110' 60.0 80.0 Ito' 00.0 80.0 N 17-3/8' S7-3/8' -- 82-1/8" 80.0 80.0 82-1/8" 80A 80A 73' 80.0 80.0 T3' 49-5/8' 80.0 60.0 73-3/4" 80.0 60.0 73-3/4' 60.0 80.0 105-1/4' 49-5/8• 60.0 60A 73" 62" 80.0 80.0 a� 25-1/r 00.0 500 25-1/Y 50.0 80.0 Ile 60.0 60.0 65' 60.0 60.0 dl 38" 48-8/6' 60.0 80.0 38" 49-8/8' 80.0 90.0 73' 80.0 80.0 77' 60.0 60.0 .. 52-I/e' 60.0 60.0 52-t/8" BOA 00.0 ,OS-1/4• 62' 60.0 60.0 91• as• 80A �.o FLUSH FRAME 73-3/4' 60.0 BOA 25-1/Y 60.0 60.0 Ito' 60.0 80.0 tot' Baa 80.0 26-1/2' 80.0 80.0 3li' 62' 80.0 80.0 w 60.0 80.0 8S' 80A 80A INTMOR FRAME MUS W F 38" 60.0 60.0 52-1/8' 80.0 Bao 77" SOA 60.0 73- 60.0 80.0 52-1/8" �" 60.0 80.0 23" 60.0 80.0 91" 23" 60.0 60.0 91• �" ODA 600 73-3/4" 60.0 6a0 31' 80.0 80.0 101" 80.0 60A IOL' SGA BO.O N 23• 80A 60.0 4r 60.0 _60.0 107• -A 60A 85' 60.0 60A 31' 2J. 80.0 60.0 73• Bao 80.0 SB' 60.0 GOA 73- 47" 50.0 60.0 43- 00.0 60.0 2Y 60.0 50.0 73- 60.0 a" 91" 800 GOA � FRAME 7$" 80.0 60.0 31• 3r 60.0 60.0 91' 3S" 90A �.0 85' •�. BOA WA O w 23' 60.0 60.0 47' 80A 80.0 i01" 80A 80.0 77' BOA 60A p 3t" 35" 80.0 $0.0 73' 90.0 OOA 107* 60.0 60A 47' ea0 --60.0 23' 60.0 60.0 Sr 60.0 60.0 73" e o 60A 31• 47- 60.0 60.0 77" 60A 80.0 (Il N n 23" 90.0 80.a Cr 60.0 60A 91• 47" 60.0 60.0 3p 3-•t,I, 31• 43- 60.0 60.0 23" 60.0 60.0 tot* 60.0 60.0 Z 1. 80.0 90.0 31• 59" 80.0 60.0-- 107" 600 60.0 60.0 SOD 23• 600 60 0 43- 80.0 80.0 LIM' 60.0 60.0 31' 600 60.0 59" 80.0 60.0 43- w 900 90.0 60.0 80.0 O 73' OOA 60.0 Bao 60.0 (1/2W) (1/2W) (1130) (2/3W) (1/3W) (1/3W) (1/m (1/4W0 (1/2W) (1/4W) OPMTM WDM TO BEDPEanTiNG VENT TO E • ••• • • 0 OPERATWG VENTS TO BE 1/2 OF THE WOW.WIDTH t/3 OF THE WOW.VfiQA • • • V� •T�� 1/4 OF THE WOW.610TH lxoxl XO OR OX' 'XO OR OX' •• •i ••i i i •• < FUA PEJ0.70592PPIMria cd eaMmplylpga•>tA(tsr • ••• • • • • CAN.S3S53366 Date c • • • • • w • • • • ii0A8 - ••• • • • • • • • • • NOTE: %Tteml Dade Pmdad __ • • • • •• • w • •• ••• ` ` GLASS-CAPACITIES-ON TIS. HEEARE • • • 0#jF--- •• • • •4. odroWing rio. BASED ON ASTM E1300-09 (3 SEC. GUSTS) Hs AND FLORIDA BUILDING COMMISSION 013-42 DECLARATORY STATEMENT DCA05-DEC-219 Shoat 3 of 11 • • • • • • • • • • 3/16"ANN.GLASS 3/18'HEAT STREN•0 GLASS �4u N 078"INTERLAYER 073"INTERLAYER SAFLEX CP BY'EASTMAN CHEMICAL' SAFLEX CP BY'EASTMAN CHEMICAL! O OR OR 090"INTERLAYER OW INTERLAYER SAFLEX CLEAR Br•EASTMAN CHEMICAL' S41"CLEAR BY'EASTMAN CHEMICAL' OR OR 090"IMERLAYER .090"INTERLAYER J3/16.' Y'DUPONr SENTRYGLAS BY'DLIPONT' ANN.GLASS 3/18"HEAT STREN'0 CLASS �h�{{ ICONE SILICONE pi 1200 GE 1200 ww g yl W CORNIIG 899 G07/CORNIiG 899W CORNING 898 ��' DOTI CORNING 995 W 41 I � 3 N GLASS TYPE 'A' GLAM TYPE 'B' 7/19.OVERALL LAI.GLASS 7/18'OVERALL IAM.GLASS 1/8"ANN.GLASS 1/8"HEAT STREN•0 GLASS 073"INTERLAYER 075"INTERIAYER q� SAFLOI CP BY'EASTMAN CHEMICAL• SAFLEX CP BY'EASTMAN CHEMICAL' 1/2"AIR SPACE OR 1/2"AIR SPACE OR.090'INTEKAYER .090" n YER 3/18'ANN.GLASS SAFLIX d.EAR lTY'EASTMAN CHEMICAL' SAFLEXINCL�EAR BY'EASTMAN CHEMICAL! 1 111 OR OR 3/16"TEMP.GLASS OR CZC Z l i 3/18'TEMP.GLASS LAYESENTRYCLAS M*WTERLAYER BYRDUPONT• SENTRYCIAS BY'OUPONT' p. 1/8'ADW.GLASS 1/8"HEAT STREWO GLASS F SILICONE SILICONE m GE 1200 GE 1200 $ DOW CORNING 899 8 DOW CORNING SIM DOW CORNING 993 n DOW CORNING 993 I o R� O CARONA(.XL O CARDINAL XL S p� EDGE SPACER EDGE SPACER '1 ST.STEEL ST.STEEL GIASS TYPE 'Al' GLA$$ TYPE 'Bl' c m L'OVERALL INSUL IAM.GLASS •• ••• • • • •1"eVERAQNNSUL.LAM.CLASS 9 :L.M.I O1�" • • • • • • o Y IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING �9r �uaa s B EXTERIOR PLY OF GLASSYP TE 'A1' MUST BE TEMPERED. 7W0.4 tpa�untas1 • ••• • • • • Data • • • f • • • • • • NUAI_l - $ ••• • • • • • • • • • • • • • •• • • • • • • 811ew1 Dade Yredae2 �---� • •t • • • • • • f !}jty gt (i drolMng no. • • t. • • • W13-42 afi9ot 4 of 11 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • ••• 0 0 EDGE DIST. TYPICAL ANCHORS TYPIC,ANCHORS Lo�u_] SEE ELEY. lay VW00 DUCK FOR SPACING SM •:SEE,•NOTE-ON a' METAL t 1 MWdI-DADE COUNTY APPROVED t l Z d .a d a. 'e d•a a d° .. a Til EDGE 01ST 1 i SEE LLSIPAR+A NOAN ANCHORS 1�fi EOOE DIST. ' \ 11 EDGE DIST. 'I t------ -----------ii $ E+ a 4' i, FLAT HEAD WITH BUSHING REWRED AT HEAD ADDVE MED LITE ONLY ON ALL STRUCTURE TYPES. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. a 1 ,1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. , TYPICAL ANCHORS: SEE ELEv,FOR smoma, 1/4"DIA TAPCON BY 'n W' (Fu-120 KSI."2 9%) 0 „]/4" DIA t1LTRACON BY 'ELt:O' (Fu=177 KSI,Fya185 Ksf) O 1 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES gj I4EEPHOLE5: 1-1/2' MIN. PENETRATION INTO WOOD i, Wt = 1/4' X 1-1/2"WEEP SLOT AT 4-1/8" FROM EACH THRU 1BY BUCKS INTO CONC. OR MASONRY X c-i$ END WITH PLASTIC COYER 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) aM W2 = 1/8" X 1/2 WEEP SLOT AT 3-1/4" FROM EACH END 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) ¢ 0 3 c W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END DIRECTLY INTO CONC. OR MASONRY z z " 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) _$— X 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) �1 0 SEALANTS: T-20" 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o ALL JOINTS AND FRAME CONNECTIONS SEALED WITH y , � SILICONE SEALANT. INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'7 „ INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. ws ,' INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. © (� " 11ui •• •• • • CONCRETE AT HEAD,SILL.OR+JAMBS Pc=3000 PSI MIN. °•b Ea n� • • • C-60 HOLLOW/FILLED'81JOCK`AT JAMBS Pm o 2000 PSI ION. o W2 • • • • • • • FLANU FRAMES so *00 00 Vw:JAW AHMw cmL Appmvd as wmpl)ing ivuh Otr ti a Farina wf ' •:., a d a. • .. ;:.f: • • 70bl12 NOAH i b �§ . .a •• :••�. • >' �. f' �. MQ Dade uM t .e • • O.a • •> • AA1�t1 HY drowAng no. $ TYPMA ANCHORS • '• •'s. 18! •MAANCHORS W13-42 .?� FOUR SPACING 1D BUCK FOR SPACING AhAAt 5 Of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1/4*MM. INTERIOR FRAME WIDTH 1 /4-MAIL SHIM Ms Le �/ EI O FJI Eg f W m TYPICAL ANCHORS z j TYPICAL.ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 0o ao v. METAL a STRUCTURE XO LAYOUT IB.WOOD SLICKS SEE NOTE ON SHEET 1 ro 1/4'SHIM INTERIOR FRAME WIDTH I/4-MAX MAX. SHIMS © O D.L.QPO. Q E4 D FR ITT" q TYPICAL ANCHORS SEE ELEV. �tV co _ o ri v.e FOR SPAgNG y)�O r,�7$g o � ° 0 TYPICAL ANCHORS Ls•XTERIOR ' SEE ELEV. 0 0 Y9 14, 8 / -•'O FOR SPACING DJ.OPG. � XOX LAYOUT MIAMI-OADE COUNTY APPROVED CLIPPED MULLION TYPICAL ANCHORS k MULLION ANCHORSN SEE ELEV.FOR SPACING SEE SEPARATE NCA INTERIOR FRAME WIDTH INTERIOR FRAMEWIDTH =_ ' c• •• ••• i• t • • •• • • 1 • • • • • t•• • °tea •• •• toMW AHMW I • _-- "� FLAMpprmi da1COMAtagvmme �oAa " • t i i i • • 't blkm palCAX to e Pmdaa • L?_t_ • • • pJ' _-_--- - - • W13-42 sheet 8 of�'► ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e TYPICAL ARMS —� p ~ r� FORSEE ELEV. FLANGE AND FLUSH FRAMES CAN BE I 7� TYPICAL ANCH USED AT ALL ANCHORAGE CONDITIONS. SEE SPAC O EDGE�. FOR SPACRRS 13 � T $a EDGE DIST '• .' . . .. � o �/<'MAX RaTEraoR FRAME TIrorH INTERIOR FRAME WIDTH +/+'MAX. � 4 A�e l SHIMS �•4 SHIMS a.• a a.. 'i; D F1 EI EI8 a tl IT FIAT HEAD PATH tRlSHR1G REQUIRED AT HEAD ABOVE FATED UTE ONLY _ NANC.HO.FtS ON ALL STRUCTURE TYPES. EXTERIORTYPICAL ANCHORS TYPICAL SEE ELEY. S . °- FOR SPACING FOR SPICING 0Nn J O3 z � MIAMI-GAGE COUNTY o APPROVED CLIPPED MUWON*MUWCN ANCHORSA o .+ SEE SEPARATE NOA 2 a INTERIOR FRAME YACTH INTERIOR FRAME WIDTH I W3 n It it Q w B1 Ea • • • • • • • _ —= I I s E7 • • •• • • ��•;__ =Je � a •• • • • • FLUSH FRAMES •_ L� • ••• •• • • •• TYPICAL ANCHORS SEE EUW.MMR SPACING Ew.mm a lyR C.t Fvcdaf CplylpgwkAHa S t de° a' CAA 70592 >Po :_ •a _ . a. ••• • • • Dalt :.4 • _ } 'p a:• a• •• • • • • • • • • • b1 am F'mdue) .a ... a.. a' e • drawing no. W r •• • ••• ••• ••• TYPICAL ANCHORS W13-42SSEE7R MRI " sheet of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORSSEE ELEV. 4-- r, 1 OR SPACNG V TYPICAL ANCHORS: Z ;3 .. M 3J FIN FRAMES: SEE EM.FOR SPACING �. a ffa �/WOOD SCREWS (GwwE z CRs) 8 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES st 1-1/4' MIN. PENETRATION INTO WOOD 3/4"MIN. EDGE DISTANCE 8 fb �7 AD ' 1/4"MAIL MTERIOR FRAME WIDTH INTERIOR FRAME WADTH 1/4'UA)L iI pDp swM GAP Sm GAP Y9 1 U 3/4'MIN. 3/4'MN. tl iR 1 I' tl nm p d 1 - il NM J _ Q M ..i � O dQ - - - - - - - 7g� Z li EXTERIOR d ry STYPICAL AN EE EV,CHORS TYPICAL.ANCHORS SEE FAEM FOR SPACING FOR SPACING n p � CS I 11 'R 3J1 I � , 1 O gf 2 • •� :•: •• FIN FRAMESEPqr o pWO RA Ey q apprm'cda+<com wngrAth r S •`' •• • • • • C.A.N.5.778 ak • • • • • • • • • NOA9 ••'v z• • • • • • • • • M111n.rA!Bade 7rodatl � •r�,• • •• • • • • • • "/')yam drmving no. .• • • • . 1 IYPRCAI.ANCHORS .J N 4, M FOR CING shoot $of ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • CODE PART Na DESCRIPTION MATERIAL MANUF. REMARXS E1 001-1009 EQUAL LEG FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. M E2 CGI-1002 EQUAL LEG FRAME JAMB/SILL PVC DECEUNINCK NORTH AMERICA LLC. .� 3 E3 1012-1018 FIANCE FRAME HEAD PVC DECEI MCK NORTH AMERICA LLC. Q '� E4 cm-1015 FIANCE FRAME JAMB/SILT. W PVC DECEUNMgC NORTH AMERICA LLC. Fs COI-1021 FIN FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. 8 E8 C61-1020 FN FRAME JAMB/SIA PVC DECEUNINCK NORTH AMERICA LLC. C E7 COI-1003 SCREW COVER PVC DECEUNINCK NORTH AMERICA U.C. F37 CM-1004 FIXED MEETING STILE PVC _ DECEUNMCK NORTH AMERICA I.I.C. ESI CGI-1005 LOCK STILE PVC DECEUNINCK NORTH AMERICA LLQ ETD CCI-1010 TOP/BOTTOM RAIL - PVC DECEUNBICK NORTH AMERICA LLQ E11 CM-1007 JAMB STU FMC OECEUNNCK NORTH AMERICA LLQ H E12 CGI-1008 RN GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLQ •-- CC� E13 CGI-1025 7/18'MONOLITHIC GLAZING BEAD PVC p£t1EUNNCK NORTH AMERICA LLQ 77of E14 (M-802 FIXED MIG.STILE REINFORCEMENT 80080.78 CGL EXTRUDER E15 001-807 LOCK ST9.E REINFORCEMENT 80080.-76 CW EXTRUDER £18 CGI-800 TOP/8TOOA RAE.& JAMB STILE REINFORCEMENT 80050.-TS CGI EXTRUDER Y ' E17 C01-803 HEAD TRACK BOOM-TS 001 EXTRUDER y 5� E18 CGI-1028 FRAME REINFORCEMENT SMALL SOOSA-1S CGI EXTRUDER 8'LONG AT WO.SIVE LOCATION T� E19 CGI-1027 FRAME REiNFDROEMENT LARGE SOM-15 CGI EXTRUDER-�_ 8'LONG AT MTC.STILE LOCATION M1 SCS 1200 GLAZING SILICONE(1/2'X 3/18'BEAD) SILICONE GENERAL.ELECTRIC o� M2 DOW 995 GLAZING SILICONE(1/2'X 3/18'BEAD) SILICONE DOW COI"" W M3 DOW 899 OWING SILICONE(1/2-X 3/18'BEAD) SILICONE DOW CORNING a, M4 70-ICOOl ROLLER NYLON/SS - SULLAFM OR EQUIV M$ 70-10044 70-10044 SWEEP LOCK - CGI CUSTOM ATTACHED WITH(2)88 X 3/4'FH SMS M7 70-10045 KEEPER _ - _ CGI CUSTOM ATTACKED WITH(2)18 X 3/4'FN SMS me 148-1A WEEP HOLE COVERS ,PWC CGI-CUSTOM - ^_ Z MSI W43291 NW .187 x_.290 WEATHERSTRIP PRE W/CENTER FN WOOL ULTRAFAS Op MIO - SETTING BLOCK.2 PER LRE EPOM - OUROMETER 8515 O R M11 PROTECTO WRAP WATERPROOFING OR EQUIV. - AT FIN FRAME V M12 V12315M .187 x.150 WEATHERSTRIP PILE W/CENTER FIN WOOL ULTWA13 0 1113 W2322110 .187 x.220 WEATHERS118P PILE W/CENTER FN WOOL. ULTRAFAB _ M14 71-10047 ANCHOR BUSHING � .~ .�.NYLON CGI-CUSTOM REOD.WITH FLAT DEAD AN04M AT FTX.LITE ONLY S3 #8 X 3'TRUSS HEAD SMS- MEETING RAIL ATTACHEMIM 4 PER MTC RAIL S4 08 X 1/2'PAN HEAD SMS-HEAD S5 @e X 3/4'FLAT HEAD SMS SWEEP LOfIVICEEPER _ •_ y 8 WHITE PJC EXTRUSIONS TO BE LABELED WITH MMA EXTRUDER CODE, DER EXTRUNAME,C1TY,STATE AHO'HOCA'. � a o� • • •• • • • • • �a Er.JAWAD AHMAD •� EIA.ice/79682 FlupcotrklaP1YLAB1*11ON. S CRR.3838 Date • ••• • • • • NOA0 • • • • • • • • • • Mlem ede By - {� W13-42 .. sheet 9 of t� • • • • • • • • . .• •• • • •• •• • • • 3.280 3924 i.000 1.030 .947r. .126 060 '630 1.Hr '� 1.602 A90 1.442 2A87 2.839 7.730 !' y ,.,ao x.838 2.089 832 TOP/BOTTOM RAIL REINFORCING a .000 VENT TOP/BOTTOM RAIL JAMB STILE REINFORCING } HEAD TRACK Q h 3924 J.z� ,.500 .686 oa © FLAME FRAME HEAD ® FLANGE FRAME JAMB/SILL 070 .4;2 B88 .080 g6 7.300 1.713 .075 1.195 s% 3.250 39x4 1.110 .136 -� �� E18 ,%7 830 2.879 O LOCK STILE LACK STILE REINFORCING t8 fRAME REINF.SMALL 2.639 $ 080 1.389 2.230 1.150 R' .832 L 1.175 QQ 1.!704 .060 .947 A60 u LL 1.727 .910 3924 -3.250- 1 850 1.300 1.07• n '� t FRAME REINE. LARGE r7 Et FLUSH FRAME HEAD FLUSH FRAME JAMB/SILL l A70 7396 Q �Z�l 3.250 ,.596 �i po 3924 tl�... FIXED STILE t4 FIXED STILE REINFORCING U 1.625 O .830 -1.750- 2.8311 ;i 1.589 1987 .070 c 2.839 .080 2.709 g .632 1.625 7.600 �4 1.904 00 3.624 s' 0• • • 45 5 ® FIN FRAME HEAD ® FIN FRARA JAMB STILE c •• ••• •• • • • n .8810 JIM .230Engr FCA7RM192 Fbdd p bMBattli�r s o50 CA tz ••4823 • • • NOAB .3x2 963 'ems • • L • • • �>*.� M fA mk qet • • • •• • • • • • • drawing no. .496 t t• ••• ••• •• ••• W13-42 SCREW COVER Eta GLAZING BEAD (LAM. GLASS) Et GLAZING BEAD (INSUL. LAM. GLASS) sheet I00f11 ••• • • • • ••• • • • •• •• • • • •• •• r � Lm4% y M J WELDEDCORNERS MffEREO WELDED r CORNERS FRAME TOP CORNER RANGE FRAMES SHOWN FLUSH&FIN FRAMES SIML4R ( Q W VENT TOP/BQIM CORNER M�Q fo 0 MRTEREO WELDED g CORNERS = MRERED WELDED CORNERS as • o° • • < • ew 2s•• • • • • . F I FLA.PE X582 ITorld dl C�8 wkh IM u • ••• • • • FIXED STILE TOP/BOTTOM CORNER 4OA0 ••• i • t • ' FLANGE FRAMES SHOWN 04 Dr M $ b • • • • •• • • • • • FRAME BOTTOM CORNER • •• • • • • • • FLUSH&FIN FRAMES saMnAR gY� droving no. FLANGE FRAMES SHOWN • • •! • • • J My 'rj �7,!}=/g�J tM) rf FLUSH B FIN FRAMES SIMILAR ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • SAP OF 130UNDARY S LTRVEY LEGEND Survey Pros Inc. ABBREVIATIONS: A= ARC DISTANCE AC= AIR CONDITIONER PAD 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 BCR=BROWARD COUNTY RECORDS BLDG= BUILDING Tel: 30$.767.6802 BM =BENCHMARK www.surV@y-pros.com E, BOB- BASIS OF BEARINGS CBS= CONCRETE BLOCK &STUCCO c> CALCULATED LOCATION MAP: 15 ALLEY IA TAT ; 41 C&G= CURB&GUTTER NOT TO SCALE 'FIPW1l2" QQ "' ' CLF-CHAIN LINK FENCE R' COL Q COLUMN NO ID <o' ,F q `tI. D.E. DRAINAGE EASE1lENT "4Of NORTH .MAO D.M E =DRAINAGE&MAINTENANCE EASEMENT FIP 112° D/W=DRIVEWAY I SCALE: 1"=20' '> EB=ELECTRIC BOX 0,54' NO ID ENC. = ENCROACHMENT t :. EP= EDGE OF PAVEMENT i• K # N t1 c j�ro D B { f !':@ t t EW= EDGE OF WATER FDH= FOUND DRILL HOLE b FF= FINISHED FLOOR ELEVATION ,� ,� „ x ..._gp �!of F+ :8 u •n t 1,50` FIP= FOUND IRON PIPE(NO ID) FIR = FOUND IRON ROD(NO ID) FN =FOUND NAIL(NO ID) ` 23.0' LE. = LANDSCAPE EASEMEN TRANSTORMERAPADWER &LIGHT : «gym.m__.—.__ H3d► ttl .__,.....�.-.-. =::' '•, 0.20' L.M.E. -LAKE MAIINTENANCETEASEMENT `. LOT 2O (M) = MEASURED MDCR =MIAMI-DADE COUNTY RECORDS PROPERTY ADDRESS: b "e:=`-: : BLOCK 219 MH = MAN HOLE ML=MONUMENT UNE 147 NW 109TH STREET, MIAMI G•IORES, FL 33188 N -PLAT PB)- PLAT BOOK p�yy,•": PC= POINT OF CURVATURE PCP= PERMANENT CONTROL POINT PE= POOL EQUIPMENT PAD LEGAL DESCRIPTION: PG= PAGE EX PI = POINT OF INTERSECTION LOT 20, BLOCK 219, OF MIAMI SHORES TENSION, ACCORDING TO THE PLAT 24.0' PL= PLANTER THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 40, OF THE PUBLIC RECORDS O•' 19 Z POB- POINT OF BEGINNING MIAMI-DADE COUNTY, FLORIDA. POC= POINT OF COMMENCEMENT O ,• � PRC-POINT OF REVERSE CURVATURE 0 tib O PRM = PERMANENT REFERENCE •••• MONUMENT W . .• A/° W RT-POINT OF= RADIUS DISTANCE TANGENCY FLOOD ZONE DWORMA7'IONt•• •••• •••• • LOT 19 k A• 12.49' W LOT 21 (R)=RECORD BASED ON THE FLOOD INSURANCE 9*TE 11AP OF• EMERGES Y BLOCK 219 -4 'A 40.5 V BLOCK 219 R/W o RIGHT-OF-WAY MANAGEMENT AGENCY REVISED Otr•QB416/09 AND IND&• AP REy�pRES • Z ° RESIDENCE SIP= SIP LB#8023 09/11/09 THE GRAPHICALLY DEPICTF`D r�i1ILDING(S) SHOW ON THIS AP OF METAL AWNING SND= SET NAIL&DISK LB@8023 SURVEY IS WITHIN ZONE & BASE•F& -ELEVATION Ma COMMUNITY:"F.� a e ri STL- SURVEY TIE UNE NUMBER VILLAGE SHORES VMS MAP & PANEL NSM UMBER 12@BBC(Y139� ONE STORY CBS TYP® SIDEWALK sUFFIx L •••••• .... . ..... 11.90' us y=UTILITY BOX O W 1.5' 10.1 RES#147 UX = UTILITY EASEMENT SURVEYOR'S NOTES: •• ••i •• • i ••••• �I "J W/F= WOOD FENCE 1. ELEVATIONS WHEN SHOWN REFER*10 Wig NATIONAL•OCOLI14C VER-n".pp'p1Rp LOWEST FLOOR (NOVD 1929). • 11 `� ELEV=12.93 METAL AWNING 0.20' SYMBOLS• 2. NO ATTEMPT WAS MADE T'0 L41*pjNGS/FOUNDATIDNS, OR UNDERWVD 0.13' 3.0'4.3' 10.1 4.9' 3,Q' ® _ UTILITIES UNLESS OTHERWI NOTED• • � IN RE't1�R? Tt TELEPHONE RISER 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ' 0.17 10 = CABLE TV RISER MATTERS OF INTEREST BY OTHER PIRTIES,4SUCH AS�6SEMENTS, RIGlS•OF WAY& 11.88' a 15.Y 25.3 12.52' N - WATER METER RESERVATIONS, ETC. ONLY PLATTED •iASEWENX ARE SHOWN. 000000 C X 0.00 = ELEVATION 4. THIS SURVEY WAS HEREON AND IS NOT 1RANSFE�RABFLE OR ASSIGNABLE IVR UT ITTETEN CONSENTOF(00•) = ORIGINAL LOT DISTANCE THIS FIRM. Q 57' A = CENTRAL ANGLE S.ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB#8023. A = CENTER UNE 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE WV N = WATER VALVE 7. FENCE OWNERSHIP IS NOT DETERMINED. w DQ B. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE A $ WW - CURB INLET OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY(IES). = FIRE HYDRANT 9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN AND BASED ON PLAT. THE CENTERUNE OF NW 55TH STREET BEARS N9OWO0"E. = LIGHT POLE O = CATCH BASIN CERTIFIED TO: FIP 1/2' ti �0 FIP 1/2' = UTILITY POLE SHIRLEY MURILLO r NO ID ® = DRAINAGE MANHOLE 359.86' NO ID �O' �O' O © = SEWER MANHOLE REVISION(S): ADDED SIDEWALK ELEVATIONS 07/02/15 JOB#15070934 BLOCK °. ' <a m N90000'00 E 75.00' g'� = IRON FENCE • —�— = WOOD FENCE CORNER —:— = CHAIN LINK FENCE —•• — = OVERHEAD UTILITY WIRE 5", L—EL LLL, IXr MM LLLLA. ASPHALT CONCRETE PAVERS TILES COVER 11.8'ASPHALT PAVEMENT ;._. �:''` to>' SURVEYOR'S CERTIFICATE: '`:: ...... '''' 3 1 HERESY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS DATE OF ORIGINAL SURVEY NW 109TH STREET:.. <',. '••' ..,: 02/03/2014 RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET ' FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE JOBS 14090181 t R/W ST BOUND CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. MEDIAN PILEbt C-0111 D.5' CURB AUTHENTIC COPIES OF THIS DlMKN BY NICK SURVEY SHALL BEAR THE BOB:N9W00'00'E ORIGINAL SIGNATURE AND F CAD fXE• MURILLD RAISED SEAL OF THE NICOLAS DEL VENTO SHEET 1 OF 1 ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA UC. # 6945 LEGEND 12RTM E OF AU9KrtlZATION y IB-I9T3 MAP "F ]3C tJ ZTNID ARY SURVEY ABBREVIATIONS: Survey Pros, Inc. A- ARC DISTANCE AC®AIR CONDITIONER PAD 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 BCR=BRDWARD COUNTY RECORDS Tel: 305.767.6802 BLDG m BUDDING BM® BENCH MARK www.survey-pros.com BOB= BASIS OF BEARINGS CBS CONCRETE BLOCK&STUCCO LOCATIONMAP. 15'ALLEY(PLAT). t CALCJLATm G o CURB&GUTTER NOT TO SCALE FTP 1/2' $ ASPHALT :w' CF CHAIN LINK FENCE .NO ID tCOLUMN R IO, ,i 'a g DZ DDAI MNAGE EASEMENT ••Cor Cat NORTH ED-MZ ASE -DRAINAGE&MAINTENANCE EASEMENT R 1"-20' EB ELECTRIC BOX E: `' FIP 1F2° D DRIVEWAY SCALE .. NO ID ENC. ENCROACHMENT 0.54' EP=EDGE OF PAVEMENTEW EDGE Pro k G O i� 7 a 6 FDH=FOUNDFDRILL HOLE FF=FINISHED FLOOR ELEVATION _ 4 1.5Q' FIP-FOUND IRON PIPE(NO ID} 3 it is ti is v ti to ti to w is t FIR=FOUND IRON ROD(NO ID) FN-FOUND NAIL(NO ID} ` FPL=FLORIDA POWER&LIGHT s 23.0' TRANSFORMER PAD Ag"aW _.-.T. 0�, LE.-LANDSCAPE EASEMENT Ald L.M.E.=LAKE MAINTENANCE EASEMENT (M) =MEASURED CA MDCR m MIAMI-DARE COUNTY RECORDS ': ..`•< m ROT 2Q MH m MAN HOLE PROPERTY ADDRESS: r 1 BLOCK 219 ML-MONUMENT NE 147 NW 108TH STREET,MIAMI SHORES,FL 33188 •�tL �! (P)m PLAT i PB-PLAT BOOK PC-POINT OF CURVATURE PCP=PERMANENT CONTROL POINT PPE G m POOL EQUIPMENT PAD LEGAL DESCRIPTION: ` PI®POINT OF INTERSECTION LOT 20, BLOCK 218. OF MIAMI SHORES EXTENSION. ACCORDING TO THE PLAT 8.5 24.0 PL=PLANTER THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 40. OF THE PUBLIC RECORDS OF Z POB=POINT OF BEGINNING MIAMI-DADE COUNTY,FLORIDA. O POC v POINT OF COMMENCEMENT PRC= POINT OF REVERSE CURVATURE ° A i, ° PRM=PERMANENT REFERENCE -••••• 05 cMONUMENT W < A/C NT OF TOEN q R-RAADDI S DISTAANNCE CY FLOOD ZONE INFORMAT M-' LOT 19 7p °• ❑ 12.49' W LOT21 (R)=RECORD BASED ON THE FLOW INSURANCE RATE MAP OF THE'REDS AL EMERGENCY• BLOCK 219 -4 S A 40.5' -4 BLOC(219 RR/ 0 RIGHT-OF-WAY WAY MANAGEMENT AGENCY REVISED ON*1�4j& AND INDEX UP REVISED%1 SIP=SND SIP RESIDENCE 09/11/09 THE GRAPHICALLY DEPICW6oW*NG(S) SHOWN•ON THIS MOPP OFF METAL AWNING STL=SURVEY RE NER D NUMBER VILLAGE OF SURVEY IS W11HIN ZONE )L B$ gASE�y�VPP & P iVPsYERTMj�fl=39SW • IV r3 11.90' 1DPIAi SUFFIX L .....( NE STORY CBS TYPICLT )UTIUTY Box 41.5 10.1' RES#947 I.I.E.=UTILITY EASEMENT SURVEYOR'S NOTES: '•i": •' • • .� W/F-WOOD FENCE 1. ELEVATIONS WHEN SHOWN REFER 96 1MV NATIONAL GEADE"VERTICAL•RANRUP 0•` � (NOVD 1928). e METAL AWNING 0.20' SYMBOLS. 2 NO ATTEMPT WAS MADE TO LOCof TI$TI4p.S/FouNDATI01%3. OR UNDERGRou11Q UTILITIES UNLESS OTHERWISE NOTED.• �__??�����__•�� ••• • ® - TELEPHONE RISER & THE LANDS SHOWN HEREON HAVE NOT�I A NN REGARDS M* m 0.13' 3.0 4.3' 1G1' �. 4.8' 30 0.17' ® = CABLE TV RISER MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS. RIGHTS OF WAYS, 11.88' 12.52' ® = WATER METER RESERVATIONS,ETC. ONLY PLATTED WSEMBNTMARE SHOWN. •a••• X 0.00 = ELEVATION 4. THIS SURVEY WAS PREPARED FOR 1EN8 CEI"ED TO 'RIE��+ ES) D&IOATED N "R (007 = ORIGINAL LOT DISTANCE HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE NfiTAQU=4Rt1 CONSENT OF n A = CENTRAL ANGLE THIS FIRM. SLY - S.ALL BOUNDARY LIMIT INDICATORS SE?ARE STAMPED LB¢8023. n ¢ - CENTER UNE S. THE BOUNDARY UNITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT OR I7S REPRESENTATIVE. N = WATER VALVE 7•FENCE OWNERSHIP IS NOT DETERMINED. bt 8, ADDITIONS OR DELETIONS M THIS SURVEY MAP AND/OR REPORT BY SOMEONE ® $ - CURB INLET OTHER THAN HE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE ' v = FIRE HYDRANT 9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN AND BASED ON PLAT. THE CENTERUNE OF NW 55TH STREET BEARS N90'OO'00'E. = LIGHT POLE E] = CATCH BASIN CERTIFIED TO: FIP 1/2' FIP 1/2" c0-,= UTILITY POLE SHIRLEY MURILLO 35$.86' NO ID NO ID ® = DRAINAGE MANHOLE RMSIONW- ® = SEWER MANHOLE BLOCK ®' 4 ' N90°00'00"E 75.00' OD s' :' n " : o-- = IRON FENCE CORNER a : . .„ a . --o-- = WOFENCE —■— = CHAIN LINK FENCE bb = OVERHEAD UTILITY WIRE V) M 17;- ma Em z ASPHALT CONCRETE PAVERS TILES COVER 11.8'ASPHALT PAVEMENT ; 7.1 SURVEYOR'S CERTIFICATE: �'�'_t,:•S•,••.::-',.; i;::y:•,.'•p �' `NW 909TH STREET «. .'�_ .",,:`s�:'i:<�z;- I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS DALE�oR1aNAl SURVEY.• ~ RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET 0210312014 FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE R/W(WESTBOUND) - CODE PURSUANT TO SECTION 472027 FLORIDA STATUE �,� 94010181 MEDIAN FAF# C-0111 Ds CURB AUTHENTIC COPIES OF THIS SEAL DRA1019N BY. NICK SURVEY SHALL BEAR THE ' BOB:N90a00'00"E ORIGINAL SIGNATURE AND CAD FIE MURQLO RAISED SEAL OF THE NICOLAS DEL VENM SHEET 1 OF 1 ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. If 6945 MIAM10ADE WHAMI-DARE COUNTY s PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidaae.eovLeconomv DAB Door Company,Inc. 12195 NW W Avenue Hialeah Gardens,FL 33018 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 perforin 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:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PM APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets I through S.of 5, dated 02/01/2001,with last revision I dated 11/03/2014,prepared by Ai Farooq Corforatio�n,sigueda�nd ....�. sealed by Javad Ahmad,PX.,bearing the Miami-Dade County Product Control revision stamp wMAheo . Notice of Acceptance number and expiration date by the Miami-Dade County ProduV E+M&ol Sectiorr.• 000••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0::::o :••••: LABELING:A permanent label with the manufacturer's name or logo,manufacturlag�dress,MOV ..... number,the positive.and negative design pressure rating,indicate impact rated if appKobir,instali!atiior: ••:.. instruction drawing reference number,approval number(NOA),the applicable test S'thndfirds,and the•• 000000 ; statement reading`Miami-Dade County Product Control Approved'is to be located3 MMdoor's sidb track, • bottom angle,or inner surface of a panel. 0 :0.0:0 """ . RENEWAL of this NOA shall be considered after a renewal application has been filed anll jbdre3ias bee%nq ghange :00••; in the applicable building code negatively affecting the performance of this product. '..0 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 for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0110.06 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. _ The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.14-0814.04 r 1-DAeecot)NW Expiration Date:August 9,2016 Approval Date:February 5,2015 Page 1 f - DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,_dated 02/01/2001,with last revision I dated 11/03/2014,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.04" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing,Inc,Test Reports No.HETI-08-2149AB,dated 06/27/2008,signed and sealed by Candido F.Font,P.E. "Submitted under NOA#09-012&04" "" 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 01-TIU.premed iY • Hurricane Engineering & Testing, Inc., dated 12/23/2008,.4igNo and seQCd by•••0• Candido F.Font,P.E. 0000.. 0000.. 0000 . . . 0 "Submitted under NOA#01-0516.03" ••••• 0000 . 000:0 3. Test report of large missile impact test per PA 201 and cyclic v01r$*Msur%telt der •• ••• PA 203 on"Sectional Residential Garage Door",prepared by Hdrr 2dane Enpe8fmg &Testing,Inc.,Report No.HETI 01-974A,dated 01/29/2001,Psi ei and jeafed by 0*••:• Hector M. Medina,P.E. 0 0 ;"•" 4. Test report of Uniform Static Air Pressure Test per PA 202 and'Fr®fcs Entry. ... 0 Resistance Test on"Sectional Residential Garage Door",prepared by Hurriome Engineering&Testing,Inc.,Report No.HETI 01-969,dated 01/18/2001,signed and sealed by Hector M.Medina,P.E. 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.Jackson,P.E. } 01� Carlos M.Utrera;P.E. _ Product Control Examiner NOA No. 14-0814.04 Expiration Date:August 9,2016 Approval Date:February 5,2015 E-1 ' s ' DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SURA TIED C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22!2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA#09-0.128.041,1 2. - Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS L . Notice of Acceptance No.13-0717.01,issued to SABIC Innovative Plastics,'for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No.14-0311.08,issued to Insulfoarn,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No.11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved oil 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their .... Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11110/20U ancdexpirin'g,®n.' ...... 01/11/2017. • ' so • 5. Notice of Acceptance No.10-1129.04,issued to Cellofoam North Amerip dna,for their* ••••0• Expanded Polystyrene Block Insulation,approved on 02/24/2011 and eapiOng on 02/24/2016.;�•••; "Submitted tinder NOA#05-0228.02" ••• .... . ..... 6. Test Report on Accelerated Weathering Using Xenon Are Light Appmpellest pqe• ••••• ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Eft&Wing& " Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed WTWed by Rafal l E. •s o• Droz-Sella,P.E. :••••• 7. Test Reports on Tensile Test per ASTM D638 of`TVC Extrusion Matel*l'&,prepa>:ed l X :0-0: Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/20%Sigted and sealed by I.Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. IF. STATEMENTS 1. Statement letter of code conformance to the 5s'edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Alimad,P.E. ' - 4 Carlos M.Utrem,P.E. _ Product Control Exandner NOA No.14-0814.04 Expiration Date:August 9,2016 Approval Date:February 5,2015 E-2 •' 7-1/2' X 3" X .071" GALV. STEEL TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" R END ROLLER HINGE -STEEL PLATE WITH ONE 5/18-18 MS W/ NUT 0 W/ (6) #14 X 5/8' SMS �' r-- `� FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER 0j WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT WITH DELRON SLEEVE (OPTIONAL) `� CENTER STILE CENTER STILE A IL t O � 7-1/2" X 2-1/4" X .071" tt p GALV. STEEL CENTER HINGE I -I to 0 4 pip E t W/ (4) #14 X 5/8" SMS t 0 �t WITH DELRON SLEEVE (OPTIONAL) B { r ` 8 o o° ] m LL Z Vj - o � 4+ rd C3 wa I _ �} �. LOCK x to szO ��. 2/ DOOR -- I 0: Z o Z W1- • oI I oto oI Z• •• �•i ••••i• t I 1" W X .15" THK. LATCH coto K6 0 go •••••• I t 1 _ — _ ! •• • •••••• • • • • • • It STANDARD LOCK ,,s m •• 0 • 00:00 • SPRING LOADED SLIDE BOLT (BOTH SIDES) - - — \ FASTENED W/ (4) #14 X 1/2" S.M.S. ��� _ -— ••: d •(6. 00000 5/8" MIN. LOCK ENGAGEMENT L V J •• 27 0111} •• ••••0• `._CONFORMS TO SECTION 1008 REGARDING GAjWlf DOORS ••• • • • • • ? 0000.. .. ------------ i' Ob DOOR HEIGHT CONSISTS OFF _ Q TTI H 1° 6'--6' 2 SECTIONS 18" 2 SECTIONS 21' .158 DIA. GALV. AIRCRAFT TYPE Z M 6'-9" 1 SECTION 18" 3 SECTIONS 21" CABLE & NICO-PRESS SLEEVE 1 r tt OPTIONAL VENT I- +-A O LQ? W/ MIN. 5 TO 1 SAFETY FACTOR r tr t �� 3 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE c_) 7' 4 SECTIONS 21" - 1 { ) ^ I p I OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN = o 120 SQ. IN. COLONIAL DESIGN vI y 7'-8' 15 SECTIONS�18' - 6' X 3" X 0.1' t r t r 7'-9" 4 SECTIONS 18" 1 SECTION 21' N Q '� S. 3 SECTIONS 18" 2 SECTIONS 21' WITH (2) #14 X 5/$" SMTS \` L 1 MAX. DOOR-WIDTH 8'--3' 2 SECTIONS 18" 3 SECTIONS 21" `� �' --J��. 9-4 8'-6' 1 SECTION 18" 4 SECTIONS 21" --� 8'-9• 5 SECTIONS 21" - BRACKET BRACKET INSIDE ELEVATION 9' 6 SECTIONS 18" - STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR 9'-3" 5 SECTIONS 18" 1 SECTION 21" DOOR OPTION c�c� 9'-6" 14 SECTIONS 18- 2 SECTIONS 21- 91-90 3 SECTIONS 18` 3 SECTIONS 21" 7-7/8" X 3-1/8" X .010" c 1_n lo' 2 SECTIONS 18" 4 SECTIONS 21' STEEL PLATE DAB DOORS INC. o a 10'-3" 1 SECTION 18" 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4" SDS Hurricane Master& Model 824/811 0 14'-e" 6 SECTIONS 21" - f-4" X 16!-0" Hi C Max. Size 9 h 5 SECTIONS i8" 2 SECTIONS 21' END STILE TN LIEU OF #14 X 5/8 1o'-9' 6 SECTIONS 18" 1 SECTION 21' OUTSIDE #14 X 3/4" SELF DRILLING SCREWS MAY BE USED g m 11' HANDLE " SMS With Window Lite Option m z z ti'-3" 4 SECTIONS 18" 3 SECTIONS 21' 11'-6" 3 SECTIONS 18" 4 SECTIONS 21• DESIGN PRESSURE RATING = + 50.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 11'-9' 2 SECTIONS 18' S SECTIONS 21' ° LOCK BAR GU#DES -- 6OA PSF m 12' 1 SECTIONS 18" 6 SECTIONS 21' INSTALLED ON END STILE Ira o c 12'-3" 7 SECTIONS 21" 2 ° WITH (4) #14 X 5/8" SMS GENERAL NOTES ; 12'-6" 6 SECTIONS 18" 2 SECTIONS 21' D y 12'-9" 5 SECTIONS 18" 3 SECTIONS 21" U .18T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 13' 4 SECTIONS 18" 4 SECTIONS 21" ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) 13'-3" 3 SECTIONS i8" 5 SECTIONS 21" ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Q 13'-6" 2 SECTIONS 18. 6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. En9r. JAVAD A1iMA0 I�ROtrAlE'i'�Y1� � _o 13'-9" 1 SECTION 18' 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CIVIL 1�a�1(� 14' 8 SECTIONS 21' - LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA• PE 70592 04 o 14'-3" 6 SECTIONS 18' 3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Cift AN. 38 Aoo tee W mss, 14'-6" 5 SECTIONS 18. 4 SECTIONS 2T" LOCKS SHOWN ABOVE «I 14'-9" 4 SECTIONS 18" 5 SECTIONS 21" 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN g v 15' 3 SECTIONS 18' 6 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. �QI� > V aETu cno# 15'-3" 2 SECTIONS 18' 7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. pi� drawing no. 15'-6" 1 SECTION 18' 18 SECTIONS 21" O1 —�� DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA I 15'-9" 9 SECTIONS 21" - BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND 16' 6 SECTIONS 18-14 SECTIONS 21" ASTM E7886-05/ASTM E1996-09. sheet 1ff.5 . 24 GA. STEEL. PANEL ua 3/16" ALUM RIVETS w $ % w • e O � ag FLAPS BENT OVER PANEL 11 e 0410 T • d �! 9 1/2" PUNCHED HOLESI �j .024" STL. PANEL 0 4" O.C. I 0 1'7 I OUTSIDE OF DOOR 0 L Q< �r G Ve 1 � €� Q w els • ago _j 996090 • • • STEEL TRACK BRACKET FASTENED SOLIDBRASS DOOR VIEWER . ••• • •• •••••• TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' :•••• 5/18" X 1-5/8- LAG SCREYIINSTALLED IN 9/16- DIA. ROLES IN CENTER STILE • • • 0•••:• (FULLY THREADED) •• • ••••- ONE PER BRACKET POSITIONED AT EYE LEVEL END STILE ••• x •W • ••:••• ANCHORS AT TRACK BRACKET: ••• so '. .: ...... OPTIONAL STOP MOULDINGA} /3 8' DFA POWER-t30 BY 'POWERS' ••• La • •• BY DOOR INSTALLER LT FOR CONNECTION OF W000 BUCK 2" MIN. EMBED INTO CONCRETE i Q ! • :0000: TO MASONRY SEE NOTE ON SHEEP 4 1-7/8" MIN. EDGE DISTANCE • i4 X 5/8' SMS � •••••• 6 PER HINGE 3/4" X 2- X 2-1/0 X 18 GA. STEEL B g• D_e SLEEVE 'HILTt' •• Z • • • • END STILE, CONNECT TO PANELS WITH ) il/ f 'HILTI t 1/2' X 1-3/4' X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK J SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE Z x Q m 0.55 S.G. a v EDG DIST! END STILE WITH 3/16" POP RIVETS 0 12. O.C. 4" MIN. EDGE DISTANCE INTO FILLED 13LOCK 0 O Z C7 a a i-. In 1-7/8" X 2-5/8" X 045" STEEL EDGE CONCRETE f'c = 3000 PSI IAIN. (n in C£NT£R STILE, GIUEQ AND RIVETED DISTANCE C-90 GROUT fiLLEO BLOCK f'm 2000 PSI MIN. m J v I TO PANEL W/ (4) 3/16' RIVETS Qn 04 POP 1 1/20 MIN. RNEfS , F e;•. / X14 X 5j8" S.M.S. � ,: • e v" 1 3 16� I 1 4/ HINGE z 1.9" X 2.19" X 3.3- X .102" ANCHOR TYPE A OR B (1) PER BRACKET 41 STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING SEE SHEET 3 FOR SPACING SEE v a o �z � zz 1 1 I 1/4-20 SS BOLT & NUT O 7-1/2" X .071" GALV. STEEL N ^o g CENTER HINGE 7-1/2" X 3- X 071" v 7/16" PUSHNUT SECTION B-B END ROLLER HINGE INSTALLED ON ROLLER SHAFT c Engr. JAVAD AHMAD o Rcvmm STEEL TRACK INTERIOR SIDE "i.82" DIA x .50" STEEL ROLLERS (STD.} 1Lp pg 1 70592 c 14 GA. X 2-1/8- X 1- (STANDARD) 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) CAN. 3538 12 GA. X 3-5/16- X 1-1/2- (OPTIONAL) 2.75 DIA. X .50 STEEL ROLLERS (OPTIONAL) ii 2.75. OLA. X .50" NYLON ROLLERS (OPTIONAL) ACceptMtltlC 6 i WFASTENED /4-20 X 5//8" TRUSS HD. WITH 5" STEM 11 l " Lf J L.�j SLOTTED M.S. & LOCK NUT M 2014 8Y drawing n0. 01 -09 sheet 2 of y, „„ POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, EIS 2 �I 2 X 2 X 1/8" H016Z. ANGLE rr�� m 2-3/4' X 5-1/2" X 3" X .104" SPOT WELDED TO H1/2- TRACK V o GALV. STEEL + 5/16 SLEEVE ANCHORS CENTER SUPPORT READ. ON ODORS WITH 1-1/4- EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT WITH TiYO WELDS AT 1-1/2' APART �qp TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET FIRST AT 3" O.C. FASTENED W II I REST AT 9 Q.C. O S 14 X 5/8' S.M.S. _ _ 11 A CONNECTED TO FLAG BRACKET ANGLE Z 0 090 T1iK. GALV. STEEL ADJUSTABLE « " W/ 3/8-16 X 3/4' BOLT & NUT m SLIDE FASTENED TO BRACKET 2-1/2 X 4-1/4 X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH o W/ 5/16-18 X 3/4- HEX HEAD WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE - A � (2) 1/4-20 X 5/8- BOLT & NUT M. SCREWS & NUTS. FASTENED TO TRACK .. t( + TOP BRACKET WITH (4) 1/4-20 SS. BOLT & NUTS HORtZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" �+ (STANDARD) - ® _ TOP BRACKET OPTIONAL Q; G1 ERTICAL TRACK LDV/ HEADROOM DOOR 14 GA. GALV. STEEL TRACK 2-1/8V x 1" X 080" A { N w HORIZONTAL REINFORCEMENT SECTION A--A Cf om = 1/2" X 1-3/4" X .059" FORMED STEEL 2" X 5-1/2" X .104" o R d GLUED TO PANEL AND FASTENED TO GALV. STEEL O h- ao VERTICAL STILES WITH CO a FASTENED W/ (4) # 14 X 5/8" S.M.S. CL (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION z HORIZONTAL REINFORCEMENT * SECTION HEIGHTS BRACKET PLACEMENTS ..I DOOR 1/2" X 1-3/4" X .059" FORMED STEEL He GLUED TO PANEL AND FASTENED TO HEIGHT 1ST 2ND 3RD 4TH 57H B1 B2 B3 B4 85 86 87 BS• ••• •••••• VERTICAL STILES WITH 6`-0" 18" 18" 18" 18" N/A 1" TO 2- 11-3/4- 23' 34' 45" 56" 67" — • - •• (2) 3/16' POP RIVETS 6'-6' 21" 18" 18" 21" N/A 1' TO 2" 11-3/4" 23' 34' 45' 56" 67" ' - — • • ••' *00*:* 5/16- MEETING RIB _7'-0" 21" 21".210 21" N/A 1" TO 2' 11-3/4" 23" 34" 45' 56' 67' �-Vwo' • • 990900: 7'-6" 18' 18" 18" 18" 18" 1" TO 2' 11-3/4" 23" 34' 45' 56" 67" 78-1�4 • i•••i• • • 1.82" DIA. X .50" ROLLERS 8'-0" 21' 18" 18" 18" 21" i" TO 2"111-3/4"1 " " " " " • OD ••i••• W/ .44 DIA. X 4-1/4" STEM 23 34 45 56 S7 78-1 6 *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM • ••o ••••• z FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C. ••• t,j •• OPTIONAL INSULATIONS: ? BY-'DYPLASI PRODUCTS LLC z8 W > • EPS-EXPANDED POLYSTYRENE a-n m " " " • d . •�• i• ***to* DENSITY - 1.05 PCF 0 � 1.9 X 2.19 X 3.3 X .090" / • w, V � a •••••• STEEL TRACK BRACKETS •• Z • • • N.O.A. #11-0926.07 n 2-3 16' HIGH / tabu 2 `* N w 1 0-25 POLY ISOCYANURATE m CONNECTED TO TRACK WITH Q (n I om z DENSITY = 2.0 PCF ) 1/4- BOLTS & NUTS. Z 0.' Q w irk N OA #11-0926.06 m O O 3 mn OR fl BY `CELLOFOAM NORTH AMERICA' L1 0 DENSITY = 1.03 PCF / In m 0 N OA If10-1129.04 m Q Q BY 'ISM LLC' N__ DENSITY = 0.92 PCF mZ. + N.OA #14-0311.08 M m 14 GA. GALV. STEEL ROLLER HINGES FASTENED 04 W/ (4) X14 X 5/8" SMS map fA fA Yf x N MIN. 024' ROLL FORMED STEEL PANEL DRAWING QUALITY C-40 33 MIN. YIELD STRENGTH = 34 KSI z U WITH PRIMER AND BAKED-ON 'CRACK CONFIGURATION y POLYSTER PAINTED TOP COAT 0 z z tEAPPLIED TO BOTH SIDES OF STEEL - m O Ll 0% p N O 0 a VERTICAL LIFT HIGH LI LIFT lOW HEAUROO 'toto 0 a DOUBLE TRACK AVAILABLE TRACK OPTIONS S 12 GA. GALV. STEEL Engr. JAVAO AHMAD PRODUCt'REMD I a BOTTOM BRACKET FASTENED CML m wmp yips wj&do 0 W/ (4) #14 X 5/8" SMS FLA. PE• 70592 cQ& o t CAN. 538 Aftepww No om � BOTT .0580ALUM PLATE 14 > t+►i>d w mo droving no. WITH 1/8" X 1- S.M.S. 0 48" Q.C. o —09 $ECT�QN A A AND RUBBER WEATHERSTRIPPING sheet 3 of 5 - 31/4" m 1N. � o DGE ch DIST. w z 1-1/2" MIN. _ I Zfi o I OGE DIST. g o = m 0 r 90 26Y 1/4" DIA. LAG SCREWS 2�, 1/4- DIA. LAG SCREWS 2 g AT 6" FROM ENDS AT S" FROM ENDS 0 a WOOD I WY000 BU I " AND 19" D.C. MAX. i AND 19 O.C. MAX. d M aaa8 a so ••• .. OPTION A' OPTION 'B' ••• •. :...:. • .• . ...•• WOOD DUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SO-0.55 MIN.) 0 do • THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT •• a I,j • TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. • �••• FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING • (j s :••••: VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. ' Z ;'��•' • • --78-3 HLC SLEEVE BY HILTI CONC. 1-1 4 W 1-5 8 o0�Q1 J 3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1 4" " ' ¢ V) mm I 3/8" DYNABOLT BY 'ITV CONC. 1-1 2 8" 2' :Zw - 3/8- DYNABOLT BY '17W FILLED BLOCK 1-1 2 8" 2-1 4 5/16" X 1-5/8- STEEL STRUCTURE BY OTHERS " " O Z 3 8- POWER-BOLT BY 'POWERS CONC. 2 8 1-7 8 U LAG SCREWS ---MUST SUPPORT THE LOADS IMPOSED � � � � A 10 O.C. BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMPSON CONC. 1-1 2 8' 1-7 8 rn CONCRETE f'c = 3000 PSI MIN. r• 5/16" DIA. BOLTS C--90 GROUT FILLED BLOCK f m = 2000 PSI MIN. 17 N 7G WOOD BUCK CONNECTION TO MASONRY 'A' WITH WASHER do NUT AT 12' O.C. MAX. EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4- ULTRACON BY 'ELCO' WITH SPACING OF 16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED 1ti' i l8' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2' MIN. EDGE DISTANCEI 1-1//4" X 2-1/2" X 14 GA I c " o 1/4- TAPPER BY 'POWERS' WITH SPACING OF CONT. STEEL ANGLE 1-1/2- 14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED �_ 12 GA. GALV. STEEL ' o a 16" Q.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MILAN EMBED 1/16" X 2- 1/2 FLAT BRACKETS t3" LONG 2-1 8- X 1- X 14 GA. c "' v 3' MIN. EDGE DISTANCE FILLET WElOS AT 12" O.C. IN DOOR OPNG. FASTENED ECT1� PATES z zd 3/8- CONFL.EX BY 'ELCO' OR AT 12" O.C. MAX AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1 J4-20X5/8" TRUSS HD. 3/8" LQT BY 'iTiN' WITH SPACING OF CONNECTED TO CONT. ANGLE SLOTTED MM S. a LOCK NUT 24. O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED W/ (3) SPOT WELDS AT EACH SIDE vi d r 2" MIN. EDGE DISTANCEc m ri m t ONTINUWS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK �2 Ml on� a ' 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO Y10O0 BUCK TO STEEL TO CONCRETE AND FILLED BLOCK •yam o� � _ - 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4- MIN. EMBED, 4" MIN. EDGE DIST. L c 28 t/2- LON. EDGEDISTANCE OOPSI ONCRETE. WITH t-1/4" MIN. EMBED AND ALTERNATE TRACK INSTALLATION _ - PREBARATION OF JAMBS BY OTHERS Engr. JA AIJAHW Ptt0mx-r"vowCIVIL � FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA. PE / 70582 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.A.N.X538 Caide >� BY DOOR SYSTEM. Amphow R FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF uou Sj RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY $Y BUILDING OFFICIAL UPON INSPECTION. I drawing no. MAXIMUM EXTERIOR(+) LOAD PER JAMB (9.33' X 50 PSF)/2 233.3 Lbs per Ft. 01 --09 - MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 60 PSF)/2 = 279.9 Lbs per Ft. sheet 4of 5 •• 500 .250 * PLASTIC COMPLIES WITH I 1 0 DOOR PANEL CHAPTER 26 OF FBC o 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE 0 1.765 1.725 H a 7/16- M WASHERa � 1.144 � t 1% Q n. 0 'u J8 X 3/4' SMS 21 3/4" I Q ® 3/8" FROM ENDS MAX. 176 M*- 800 AND 7" D.C. I�". WOW. M TH �Q tEXTERIOR FRAME INTERIOR FRAME �O 1 1 j t (4) #8 X 3/4" SMS 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 0 1-3/8' FROM ENDS op .4 CL Z AND 6-1/2" O.C.'MAX. o O.L.O. • III •• • 1111 . ••• -�_� ••••i• +111 .175 X .062 DEEP $ / A '� C ••• •• • • • fill GROOVE • • • • s • i If I1 •• •• �••••• ••••• Irll '' O M • 1111 1/4' POLYCARBONATE LEXAN •• M• • I 1 I 1 BY 'SABIC INNOVATIVE PLASTICS' tB• • ••••i• I 1 I 1 NOA #13-0717.01 • 4 •'y•• • • t [ Ilii 6 •• U •• .•rt• i••••: _ Z tn•�w ,�gu E 1 O O — m a fill I 3 O Z C9 Ir11 Q =lowo 1111 % In in 1111 Q IN F I 1 � 1111 [ {Irl fill AX XX 175 X .062 DEEP % " Illr GROOVE r7 - Ld r gi w 19 (4) #8 X3/4" SMS INSIDE ELEVATION 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS N Z I l l i 1 AND 6-1/2" O.C. MAX. 0 z twA r WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 1 #8 X 3/4" SMS C 'I1 r 0 3/8" FROM ENDS 175 X .062 DEEP al m / r t AND 4-1/2' O.C. MAX. GROOVE m r �� rte'♦ vl o na r X18 X 3/4" SMS �1 ? ►yam c" 0 3/8" FROM ENDS AND 7" O.C. MAX. r- _ Engr: JAVAD MIJAD - --- - _ - - - - - - PR J�VJ" o 7/16" DIA. WASHER �� - - - - - - - - -- --- CwL -------- FLA PE 70592iwry `� C.AN. 6 Lads r 5. DOOR PANEL $ v v 24 GA. (.024) STEEL MIN. EXTERIOR �14 $ DOOR PANEL 15/1 6" MIN. O.L. OPG. Y drawin no. 24 GA. (.024) STEEL MIN. GLAZING BITE � � I O� WINDOWWIDTH sheet 5 of 5 MIAMI-DADE l UAKII--DARE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wnvw.miamidade. oovv/economy CGI Windows&Doors 1.0100 NW 25th Street Miami,FL 33172 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 shalt 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"Targe 7100"White PVC Single Hung Window—I,.M.I. •....• ...... APPROVAL DOCUMENT: Drawing No. W13-23, titled "Series `Tar;&•7I;0' Pw.SE. Wdw'0 (L.M.L/S.M.L)",sheets l through 10 of 10,dated 05/15/13,with revision B dat'�:)Z A-7/14,prepared b0"000 Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the 011 bade pugty Projset'•; Control Section Revision stamp with the Notice of Acceptance number and exiNoon datg ln+'the Mid,. Dade County Product Control Section. ...... 0 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant••••• •. . .....•• •' 0000: • LABELING: Each unit shall bear a permanent label with the manufactures rna�e or logo,.City, stag,::- model/series, and following statement: "Miami-Dade County Product Control A.pj ved", liiPlPeMootherwise noted herein. '..• : . ... :000 0 RENEWAL of this NOA shall be considered after a renewal application has been filed aud! ere 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 NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-1115.08 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.14-1222.03 �tlartanant coularr � t Expiration Date: February 20,2019 Approval Date: March 26,2015 Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-23, titled "Series `Targa 7100' PVC S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 10 of 10,dated 05/15/13,with revision B dated 11/17/14,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,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 marked up drawings and installation diagram of extruded vinyl equal leg,/fm/flange frame single hung windows, prepared by Certified Testing Laboratories, Test Report No. CTLA-3032W dated 10/17/14, signed and sealed by Ramesh C. Patel,P.E. .... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-f)4 •• ••••• ••••;• 2)Uniform Static Air Pressure Test,Loading per'FBC,?AS 202-94 '. 3)Water Resistance Test,per FBC,TAS 2(g-*; •• ;• ••; 4)Large Missile Impact Test per FBC,TAS 244-94 5)Cyclic Wind Pressure Loading per FBC,%A&X03-SV•••• • 6)Forced Entry Test,per FBC 2411.3.2.1,M4 6PI.S 202-9.4 60 60' along with marked-up drawings and installation diagram:of: Sxtrudea •vinyl equat leg,/fin/flange frame single hung windows, prepare&, by;Element.Material&: Technology., Test Report No. EMT-ESP014638P, dated 00/28413, sifFed and seg1pA,•; b Ramesh C.Patel P.E. •• • :0: • (SubiniUted imder previous NOA No. X3-1115.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-Sti, Edition(2014),dated 11/13/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE _ 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel Per z,P.E. f Product Control -a finer Cd NOA No.1 222.03 Expiration Date: February 20,2019 Approval Date: March 26,2015 E- 1 t CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0413.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite GIass Interlayers with PET Core"dated 06/19114,expiring on 12/11/18. 3. Notice of Acceptance No.'14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 4. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America,LLC for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/20/14,expiring on 02/19/19. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5t1 Edition (2014),and of no financial interest,dated Novembor 14,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E: sees 2. Approved Proposal issued by Product Control Section,dated 06/10/14,'9ignea.by 0.00;0 Jaime Gascon,P.E. 0.. 0 0000 : •• 0.0.00 G. OTHERS •••••• �..•.: 1. Notice of Acceptance No. 13-1115.08,issued to CGI Wind la"X* Doors•Inc'for tlot.•• Series"Tanga 7100"White PVC Single Hung Window- ipprov0ed giV02/2*t19• and expiring on 02/20/19. •• •• •• •• ••••;• 0000.. .. Manuel-Per X. Product Control Bxa finer NOA No.1 - 22.13 Expiration Date: l ebi-hary 20,2019 Approval Date: March 26,2015 53' 53- 53" INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 48 9/16" 48 9/16" 48 9/16" D.L.O. (FDX. LITE) Aaat ANCHOR D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) C � AS R£QD, FALSE MUNTINS A SEE CHART Al A2 r 4 FOR CAPACITY 6 OPTIONAL APPLIED) 7 O U ADDL. ANCHOR AS READ. SEE CHART O w FOR CAPACITY O V h II Ii ff,, co � D / � D1 r LOCKS % ___ # _ -____ o Qqq �0 - e C9 J II I, a —� e _ o 4 7 00 = a n 6 tt 00 o ? °0 a w w u n w LL ^ - to Ix u ,, N v► g it cn p LOCKS Sim j ~ 5 ii it m E1 \ m .� E2 s \ m - z =_ ==11==-== \ \v 6 N Z \ \ Q"., N 04 7_1 u= xt M x � «� x .- L '/ ... • II II C1 do • U • 4 n u 6 7 4� •••••• q0 W FALSE MUNTINS APPLIED) 47 1/16' 00w ' w �°w • ••� :•••• 47 i/1S Az 47 1/16- (SURFACEl iz �eq • • a • • • MAY BE USED D.L.O. {VENT} is�jq D.L.O. (VENT) 'v D.L O. {VENT) tO v • No • ••i••• 50 1/16" 50 1/16' 50 1/16' • • Q •nj i •••••• VENT WIDTH VENT WIDTH LOCKS VENT WIDTH • • •Z z Iy • FLUSH FRAMES " FIN FRAMES • '` o--+� . FLANGE FRAMES = LOCKS L3 Z -0- 0- " :....: TYPICAL, ELEVATIONS (1 PER VENT FOR WOW. W. UPTO 25- AT MID WIDTH O � ro ; • SERIES `TARGA 7100' (2) PER VENT FOR WDY1. W. ABOVE 250 • WHITE PVC SINGLE HUNG WINDOW AT 7- FROM EACH END DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. MITE OPENINGS: � z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o COMBINATIONS OF S.N./S.H. OR SINGLE BUNG WITH OTHERSHUTTERS ARE NOT REQUIRED. DLO WIDTH = INTERIOR FRAME WIDTH - 4.4375 (FIX. LITE) WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING DLO WIDTH = VENT WIDTH - 3.0 (VENT) MIAMI-DADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. WINDOW HT - 7.780 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL DLO HEIGHT (EQUAL LJTES) _ WILL APPLY TO ENTIRE SYSTEM. 2 a .t C Qy• P THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS > c HURRICANE ZONE (HVHZ). iv INSULATING LAMINATED GLASS °c m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. INDEX OF DRAIYING LARGE & SMALL MISSILE IMPACT SHEET NO. DESCRIPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORSo 1 GENERAL NOTES, FLANGE, FLUSH & FIN FRAME ELEVS. Ertgr. JAYAQ AHMAD EMBEDMENT TO BAST; MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML PRODUCT REVISED 2 WINDOWS CAPACITY CHARTS FLA. PE II! 70592 as Complying with the Flariela ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 3 GLAZING OF-TAILS C.A.N. 3538 Building Code NOT PART OF THIS APPROVAL. 4 & 5 FLANGE FRAME DETAILS Acceptance No 3 A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6 FLUSH FRAME DETAILS Ex iratton I Datc f ro u 7 FIN FRAME DETAILS drawing no. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBLE. 8 BILL OF MATERIALS B MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 9 EXTRUSION DETAILS 2014 Miami ade Product t onftal i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 10 VENT AND FRAME CORNER CONSTRUCTION DETAILS W13-23 REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 1 0 ' EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS WIDTH WIDTH 0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF . N INTERIOR FRAME GLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES GLASS TYPES 07 DIMENSIONS rA, .Ai., .B., .Dl, .Cf, Cls . .,DIMENSIONS .A, :Al,, , .111, CI Z. ap WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) f8 1/8" 80.0 60.0 70.0 75.018-1/8" 60.0 60.0 70.0 75.0SONS 25-1/2` 80.0 60.0 70.4 75.0 25-1/2" 60.0 60.0 _ 70.0 75.0 36" 60.0 60.0 70.4 75.0 36' 60.0 60.0 70.0 75.0_ 0 41" 25" 60.0 60.0 70.0 75.0 41' 49-5/8' 60.0 60.0 70.0 75.0 47' 60.0 60.0 70.0 75.0 47' 60.0 60.0 74.0 75.0 'p 52-1/8' 60.0 64.0 70.0 75.0 52-1/8" 60.0 60.0 70.0 75.0 w 0 j tt 53" 60.0 60.0 70.0 75.0 s 53' 60.0 60.0 70.0 75.0 z v z 18--1/8" 60.0 60.0 70.0 75.0 1S-1/8" 60.0 60.0 70.0 75.0 Cf 40 25-1/2" 60.0 60.0 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 0 4 C 364 " 60.0 60.0 70.0 75.0 �� 36" 58" 60.0 60.0 70.0 75.0 ` 0 � 41 37-3/8 60.0 60.0 70.0 75.0 '� " -5 4 47 60.0 60.0 70.0 75.0 555 i Tr 4Y 60.0 60.0 70.0 75.0 47" 60.0 60.0 70.0 75.0 rn z 52-1/8" 60.0 60.0 70.075.0 18-1/8" 60.0 60.0 70.0 75.0 JZ 53 80.0 60.0 70.4 75.0 25-1/2' 6Y 60.4 64.4 70.0 75.0 Q w 18-1/S" 60.0 60.0 70.0 75.0 -EQUAL LITES 36' 80.4 60.0 _ 70.0 75.0 UNEQUAL LITES (ORIEL TYPE) 25-1/2" 60.0 60.0 70.0 75.0 41" 60.0 60.0 70.0 75.0 ^ 36" 60.0 64.0 70.0 75.0 18-1/8" 60.0 60.0 70.0 75.0 N rn 41" 49-5/8" 60.0 60.0 70.0 75.0 25-1/2" 73-1/4" 60.0 80.0 70.0 75.0 47" 60.0 60.0 70.0 75.0 36" 80.0 80.0 70.D 75.0 v 52-1/8 60.0 60.0 70.0 75.0 18-1/8" 60.0 60.0 70.0 75.0 to r • 3 •� • 53" 60.0 60.0 70.0 75.0 25-1/2" 76' 50.0 60.0 70 0 75.0 II • •••••• M 0 18-1/$' 64.0 60.0 70.0 75.0 •. © W ••� • • 25-1/2' 60.0 60.0 70.0 75.0 ♦j• Q •i Soo*:* 36" 60.0 60.0 70.0 75.0 • to 41" 58" 60.0 60.0 70.0 75.0 • • 0000•• N•a •• • • �<-• � 0000• 47" 60.0 60.0 70.0 75.0 ►v � �� • ••i••• 52-1/8' 60.0 60.0 70.0 71.7 Q • �] • 00.00• 53" 60.0 80.0 69.9 69.9 t� � Z�J � • 18-1/8- 60.0 60.0 70.0 75.0 * OC3.r j ••••0• 25-f/2" 60.0 60.0 70.0 75.0 �p•r • fir. P • • 36 60.0 60.0 70.0 75.0 INTERIOR FRAME DIMS 41" 62' 60.0 60.0 70.0 75.0 • • 47" 60.0 64.0 70.0 75.0 • 52-1/8' 60.0 60.0 69.1 69.1 53" 60.0 $0.0 67.3 67.3 18-1/8' 60.0 60.4 70.0 75.0 25-1/2' 60.0 60.0 700 75A c 38" 60.0 60.0 74.0 75.0 FLANGE FRAME I`-. 41" 73-1/4' 64.0 60.0 70.0 75.0 w4Y b0.0 64.4 70.0 75.4 INTERIOR FRAME DIMSU52-1/8' $0.0 60.0 63.8 63.8 z 53' 60.0 60.0 62.0 82.0 18-1/8" 60.0 60.0 700 75.0 25-1/2- 60.0 60.4 70.0 75.0 NOTE: c GLASS CAPACITIES ON THIS SHEET ARE ° 3$' 60.0 60.0 70.0 75.4 r c BASED ON ASTM E1300-09 3 SEC. GUSTSI 41' 76" 50.0 80.0 70.0 75.0 ` m o < m FLUSH FRAME 4Y 60.0 64.0 74.0 75.9 AND FLORIDA BUILDING COMMISSION 52-1/8" 80.0 60.0 62.9 62.9 DECLARATORY STATEMENT DCA05-DEC-219 P 53" 60.0 64.0 61.1 61.1 PRODUCTRFVISF.D o INTERIOR FRAME DIMS Eagr. JAVAD AHidAD 52-1/8' - - 70.0 75.0 as complying 53" " - - 74.0 75.0 FLA. PE / 70592 Buildinendc with the Flortda C.d.N. 3538 /p/� 52-1/8" - - 74.0 75.0 Acceptance No tt � •(✓� a 53' 62' - - 70.0 75.0 $1i iration Date v' rig r8 52-1/8- - - 73-1/4" 70.0 75A o By drn�ving no. 53 - - 70.0 75A < WMAlot ade Ptoduot 52-1/8" - _ FIN FRAME W13-23 76, 70.0 75A `� 53" - - 74.4 75.0 a 1sheet 2 of 10 3/16" ANN. GLASSFAW. v 075 Interlayer 3/16" HEAT 5TREN'0 GLASS � Saflex CP With PET Core BY 'Eastman Chemical Co.' Q 090" interlayer .075" Interloyer �4 �1 E Saflex Clear And Color Gloss 3/16" HEAT STREN'D GLASS Saflex CP With PET Core By Eastman Chemical Co. By 'Eastman Chemical Co. d .. OR w 090" Interlayer 090" Interlayer 090" Interlayer 0 B!+ `E.I. DuPont Oe Nemours Co., tnc.' DuPontInc.'Soflex Clear And Color Glass DuPont SentryGlos DuPont SentryGlas By 'Eastman Chemical Co.' By 'E.I. ut De Nemours & Co., I 1% & 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16" BEAT STREN'D GLASS IL G7 SILICONE F SILICONE � SILICONE C pa q z GE 1200m GE 1200 GE 1200 DOW CORNING 899 z DOW CORNING 899 z DOW CORNING 899 � �to a r D01Y CORNING 995 DOW CORNING 995i DOW CORNING 995 it W6 Z i I it 1 1 J J G' t it, ii ii f—i it ii 4 w k' x ° i' a 0 0 1 AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES 1 AT 1/4 POINTS ON LITES 14 WIDER THAN 36" F-1 WIDER THAN 36" WIDER THAN 36" 40 T X GLASS TYPE A GLASS TYPE `B' GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 0 • o • oaf •••••• (L.M.I & S.M.I.) �W •••. • 1/8" ANN. GLASS • to SV • tql m .075" interlayer 1/8" HEAT STREN'D GLASS • J's b s r J•th i ••�••• By 'E CP With PET Care : Z Z_y.* • •••:�• By 'Eastman Chemical Co.' OR " .075" Interloyer • -• : p • 1/2" AIR SPACE 0 fl Interlayer 1/2" AIR SPACE 1/8- HEAT STREN'D GLASS t/2" AIR SPACE Soflex CP With PET Core By �s ' p r • •••••• ' Clear And Color Gloss By 'Eastman Chemical CO.' 'a 0 � .i • • B Eastman Chemical Co.' 3/16" ANN. GLASS OR " " " OR ow •U :F,.K. " • •••• OR 09O Interla er 3/16 TEMP. GLASS .090 Interlayer 3/16 TEMP. GLASS 090 Interlayer • y Saflex Clear And Color Gloss DuPont SentryGlos By 'E.1. DuuPontPontlos De Nemours & Co., Inc.' 3/i 6" TEMP. GLASS DuPont S By 'Eastman Chemical Co.' By 'E.1. DuPont De Nemours & Co., Inc.' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SILICONESILICONE z 0° GE 1200 SGE ILICO00 z Q4 GE 1200 & DOW CORNING 899DOW CORNING 899 DOW CORNING 899 g R i i DOW CORNING 995 I DOW CORNING 995 " i i' DOW CORNING 995 v o 0 ii I ii •- i Ir II i I it a CARDINAL XL CARDINAL XL p; CARDINAL XL c 0 EDGE SPACER O EDGE SPACER O EDGE SPACER 2 La W ST. STEELV4 ST. STEEL ST. STEEL 14 ['i l AF 1/4 POINTS X f-'1t1►'-I 1p AT 1/4 POINTS �11�r—I 4 AT 1/4 POINTS W ALL SIZES ya ALL SIZES v3 ALL SIZES GLASS TYPE 'Al GLASS TYPE 'BI' GLASS TYPE IV V '- 1" OVERALL 1NSUL. LAM. GLASS 1" OVERALL INSUL. LAM. GLASS 1" OVERALL INSUL. LAM. GLASS Engr. ,lA�AHAfAD � tl o FLA. PE # 70592 PRODUCT REVISER 0AA 3538 (L.M.I ONLY) as complying with the FlorMs ,t Building Cade v v v Acceptance No/4-1,222. Ex iration Data � ' drawing no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING By E 2��¢ W13--23 EXTERIOR PLY OF GLASS TYPE 'Al' MUST BE TEMPERED. Miami adePradactCOW110' (sheet 3 of'=0 WOOD BUCKS AND METAL STRUCTURE NOT 13Y CGI WDW. N r MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM M AND TRANSFER THEM TO THE BUILDING STRUCTURE. d Q4a d a e. vQa e d O Q 4°' = TYPICAL ANCHORS: SEE ELEV. FOR SPACING w ri 1/4" DIA, I&MON BY 'ITW' (Fu-125 KSI, FY-100 KSI) 0 O v 1/4" DIA. UL RACON BY 'ELCO' (Fu=177 KSI, Fya155 KSI) d 114" DIA. AGGRE-GATOR BY 'ELCO (Fu=95 KSI, Fy=57 KSI) Q L J E4O CD INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o 1-1/2" MIN. PENETRATION INTO WOOD O Q Q t 1 I THRU 1 BY BUCKS INTO CONC. OR MASONRY 0 4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Q ' DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) If J II #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a " INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ) o - ci INTO METAL STRUCTURES c I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) � M ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 4Ln Ln II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 10• �1 flfl t5 46 19 ...... 11 TYPICAL EDGE DISTANCE � O U J ..� .• INTO CONCRETE AND MASONRY = 2-1/2" MIN. g cn Lc ••••:• ut INTO WOOD STRUCTURE = 11MIN. x 000• 0 - = INTO METAL STRUCTURE = 3/4 MIN. Co N • • W Otb N p! to 000000 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. not 00:00 CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. Z Z Ci•� • •000 • W I1 1 U 2 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. in •• • a . ...... t4 t+ II Zj off. • �...•� WEEPHOLES: E16 Ii I1 - o tE W1 = 1/4- X 1-1/2- WEEP SLOT AT 4-1/8" FROM EACH u► END WITH PLASTIC COVER _j _ I i I d z W2 = 1/8" X 1/2- WEEP SLOT AT 3-1/4- FROM EACH END W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END ccrh ow SEALANTS: o 0 Ets ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE SEALANT. 140 '�• t vori SPRING LOADED LATCH v o 68 OPTIONAL SWEEP LINT MAX.TO OARS TO ±60H PSF c a m 3 Et6 FLANGE FRAMES M Engr. JAVAD AHMAD PRODUCE'REVISED `k CML N e 6P � as c4niplyiag with tt��' Gbtiie//Fyyloe��,�!rida as da e ° C AN X538 92 Building Code �{'4c A. Acuplaticel\o LIE ff � iration Date W v v o a ' • = •° e By drovting no. ((�� yy qpp It4ianti a c Product Conlr --fi e +b l+ ! 2U W1 3-23 .:,.'• o A sheet 4 of 10 1/4" MAX. INTERIOR FRAME WIDTH 1/4" MAX. U SHIM SHIMS D ' M TYPICAL ANCHORS E21 It9 TYPICAL ANCHORS 'Z SEE ELEV. SEE ELEV. 19 FOR SPACING FOR SPACING q 18 6 CCS,, Ld f, z � EXTERIOR D.L. OPG. METAL - .. STRUCTURE •2 N 10Y WOOD BUCKS SEE NOTE ON SHEET 1 I 1/4" SHIM INTERIOR FRAME WIDTH 1/4" MAX. MAX. W U4 SHIMS • •• 20 14 E5 b • •••••• � TYPICAL ANCHORS • O � SEE EI". x • •• FOR SPACING yl • • •••••• • A'I 0o va q v • • "Ili ri IN In.A01 Do *0000 ••••• D .0 • • ca fa 3: 0 4m : U- 8 • Z Z_j•'? • ••••:• Oxg � U- -. 3 a O •- N ••° Q : ua V 0 •.3 • • • w •••••• rte•~ • • 3 • TYPICAL ANCHORS f� r SEE ELEV. US E16 14 ° FOR SPACING MIAMI–DADE COUNTY APPROVED CUPPED MULLION 0 & MULLION ANCHORSAww SEE SEPARATE NOA z INTERIOR FRAME WIDTH r....... � INTERIOR FRAME WIDTH E I I t II II m I I d C d m '- -I FLANGE FRAMES I I a I a a _ � I E+�r ,tAVAo nHMAo � CIVIL PRODUCT REVISED FIA PE 1 70592 as campl}hng 111ith the Florida c CAN 3ti ---- - - --– – Auitding Coda Acceptwue No G ✓ v v J; L--_ --1RViratim Date EY • drawing no. Cr �g3 € ade Product Cnnttt--� yy 3-23 TYPICAL ANCHORS L G04 SEE ELEV. FOR SPACING sheet 5 Of—10–) ILS U FLANGE AND FLUSH FRAMES CAN BE �9,u r:> USED AT ALL ANCHORAGE CONDITIONS. Z �y •' d A'QOdl 4 -is d a d..Q4a• ` eaI�I1I 1►I11. '1►i1it6'111l d va a a d.a e a EE1t1t0 . ' 'f Et_ -- -- -_ _— — ___---u-e =- _1E613�� f4 t4 E2 •• V �o`�s s MAX 1/4' MAX. INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 1/4 SHIMS a. }p SHIMS vocy ZW0�Q.' �a It 11 ; EXTERIOR � W TYPICAI. ANCHORS TYPI401i 8j •igJm,4o. •• i• ••••• i• Y•I 11 II � LSEE ELEV. .3x 00 FOR FOR SPACING FOR SPACING Q �Z an • • i• �••••: £tt © Et2 MI • ••.••• E17 i p • Z Z !! •• •••••• • • W I1 I: u � MIAMI--DAVE COUNTY ¢' � 0 '� • •••.•• • { I I ti CLIPPED MULLION O— • & MULLION ANCHORS 0 �•� •• 14 tl t II SEE SEPARATE NOA o • • II tl tI • El 5 11 tl II • = INTERIOR FRAME WIDTH INTERIOR FRA/AE WIDTH i t I »---- it i4h 179 q I I �_ _ _ _ _ _ i! If 1 1 •y �---- _ _- ___ _-= y s 1 -- L 0 < OD Ef0 SPRING LOADED LATCH ANCHORS FLUSH FRAMES 3 OPTIONAL TO SWEEP LATCH TYPICAL LIMIT MAX. LOADS TO ±60 PSF SEE ELEV. FOR SPACING Engr. JAVAO AHMAD PRODUCT RFVISED `r ! a ° e FTA PE ML 70582 as complying With the Florida c 44 4 C.A.N. 38 Building Code a'. ° Acceptance too f M s 4 n q a e s ex Ira tion Date p+ 'Z qy N B f ���•�- drowlrt no. y 9 6 Mumu Product Cont�71' Ct4 W13-23 sheet 6 of 10 ANCHORS: TYPICAL AN 0 z FIN FRAMES: SEE ELEV. FOR SPACING P li -#&-SMS/WOOD SCREWS (GRADE 2 CRS) a 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 1-1/4" MIN. PENETRATION INTO WOOD CL 3/4" MIN. EDGE DISTANCE 0! a 0 ® aA 0 I II 1/4' MAX. INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 1/4- MAX. Et6 I1 II SHIM GAP SHIM GAP 16 z I I1 3/4" MIN. -3/4" MIN. FOOS I S Z CL 0 U4 ci to ps 11 EOG DI 611d Al E rwo L u IL x v C-4 E11 18 —j W LV cq 2 m*A 0 s 3i 7 .0.0 >4 2 z(j, 0 1 0 7>7 V,) 0 X. . I EXTERIOR _j TYPICAL15 ANCHORS TYPICAL ANCHORS IL 0 SEE ELEV. 0 SEE ELEV. FOR SPACING FOR SPACING II a 14 II tI O n ig I U) Flo IV ST. r-1 .2 O,1C2 1a6 is L — 0 SPRING LOADED LATCH OPTIONAL TO SWEEP LATCH 13 LIMIT MAX. LOADS TO 160 PSF L FIN FRAMES F En9r: JAWD AHM CmL PRODUCT REVISED FLA PE 1 70592 as complying mith the Florida 35M Building Code Acceptance M. hation I h, O ; M u L 10 14 batoe By drawing no. mimri l7ade Product C006 3—401�70 W1 (sheet 7 ofD1O CODE FART Na. D$SCRIFTION MATERIA], MANUF. REMARKS E1 CGI-1000 EQUAL LEG FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. IN E2 CGI-1001 EQUAL LEG FRAME JAMB _ PVC DECEUNINCK NORTH AMERICA I.I.C. ei E3 CGI-1002 EQUAL LEG FRAME SILL -� PVC DECEUNINCK NORTH AMERICA LLC. 0 J E4 CGI-1013 FLANGE FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. zd 1 E5 COI-1014 FLANGE FRAME JAMB PVC DECEUNINCK NORTH AMERICA I.I.C. � a, E6 CGI-1015 FLANGE FRAME SILL PVC DECEUNINCK NORTH AMERICA LLC. IL 0 E7 CGi-1018 • FIN FRAME HEAD PVC DECEUNINCK NORTH AMERICA I.I.C. E8 CGI-1019 FIN FRAME JAMB PVC DECEUNINCK NORTH AMERICA U.C. p £9 CGI-1020 FIN FRAME SILL PVC DECEUNINCK NORTH AMERICA I.I.C. T^ G t I E10 CGI-1003 SCREW COVER PVC DECEUNINCK NORTH AMERICA LLC. v :)pp E11 CGI-1004 FIXED MEETING RAIL PVC DECEUNINCK NORTH AMERICA I.I.C. 0 a Q 4 - E12 CGI--1005 LOCK RAR. PVC DECEUNINCK NORTH AMERICA LLC. 0 E13 1X;1-1006 SIDE RAIL PVC DECEUNINCK NORTH AMERICA LLC. E14 CGI-1007 UFT RAIL PVC DECEUNINCK NORTH AMERICA LLC. Z fl}4 E15 CGI-1008 10 GLAZING BEAD PVC DECEUNINCK NORTH AMERICA I.I.C. OGI-1025 7/16* MONOLITHIC GLAZING BEAD E16 DECEUNINCK NORTH AMERICA LLC. z E17 CGI-802 MEETING RAIL REINFORCEMENT" 6005A-T5 CGI EXTRUDER E18 CGI-807 LOCK RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER E19 CGI-800 LIFT RAIL REINFORCEMENT S005A-TS CG! EXTRUDER tn tn E20 CGI-801 SIDE RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER Eli CGI-1023 JAMB ANCHOR REINFORCEMENT 6005A-75 CGI EXTRUDER N� In � •• E22 CGI-1026 FRAME REINFORCEMENT SMALL 6005A-73 CGI EXTRUDER 6" LONG AT MTG. RNL • •• ••.••• E23 CCI-1027 FRAME REINFORCEMENT LARGE 6005A-T5 CGI EXTRUDER 6- LONG AT MTG. RAIL • CL . •• 0x • • • •• •••••• • �' • • M1 SCS 1200 GLAZING SILICONE (1/2- X 3/16" BEAD) SILICONE GENERAL Ei.ECT1C �• F N •• •••�•� c t/iu��ar ••• • • M2 DOW 995 GLAZING SILICONE {1/2- X 3/16° BEAD} SILICONE DOW CORNING � � �� •••�• M3 DOW 899 GLAZING SILICONE (1/2- X 3 16- BEAD C'• ; • • ( / / ) SILICONE DOW CORNING : ••• • M4 Ultrotift SPIRAL BALANCE CALDWELL OR EQUIV ATTACHED WITH (1) #8 X 1-1/8- FH SMS Z�} •• •••••• i • 218137 BALANCE SHOE (FOR SPIRAL BALANCE) CALDWELL OR EQUN o _ M ••' • �: :• •••••• Roller Tilt Elite CONSTANT FORCE BALANCE CALDPiELL OR EQUN ATTACHED WITH(l) 18 X 5/8" FH SMS O� � ��•s • • M7 RT880 BALANCE SHOE (FOR CONSTANT FORCE BALANCE) CALDWELL. OR EQUN RFs{ •••••• •• • • M8 16Y513 PIVOT BAR CALDWELL OR EQUN ATTACHED WITH (2) #8 X 3/4" PH SMS i M9 6.13.32.101(102) TILT LATCH TRUTH OR EQUN ATTACHED WITH (1) 16-1/2- FH SMS M10 - SETTING BLOCK, 2 PER LITE EPDM - DUROMETER 8515 M71 70-10044 SWEEP LOCK CGI CUSTOM ATTACHED WITH (2) #6 X 3/4" FH SMS M12 70-10045 KEEPER CGI CUSTOM ATTACHED WITH (2) #6 X 3/4- FH SMS M13 146-1A WEEP HOLE COVERS PVC: CGI-CUSTOM M14 W43291 NW .187 x .290 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB C O MIS 70-10002 SPRING LOADED LOCK, 4° LONG 6063-T5 CGi CUSTOM m d; Mie PROTECTO WRAP WATERPROOFING OR EQUIV. AT FTN FRAME M17 W2315NW .187 x .150 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB :t M18 W23221NG .187 x .220 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB o 14 OdN - N � o S3 # 8 X 3" TRUSS HEAD SMS - MEETING RAIL ATTACHEMENT4 PER MTG RAIL i °c c m S4 # 8 X 5/8- FLAT HEAD SMS - CONSTANT FORCE BALANCE M 8 X 3/4- PAN HEAD SMS - PIVOT BAR £ngr. JAVAD AHMAO PRODUCT RRVISED ,� o S7 # 8 X 1-1/8- FLAT HEAD SMS - SPIRAL BALANCE CML ascomplyingniththeFlorida i iv S8 # 6 X 1/2- FLAT HEAD SMS - TILT LATCH SCAN.3538 92 Acceptance �ngode 14 ration Data WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, o EXTRUDER NAME, CITY, STATE AND 'MDCA'. v i Lu oMiamo Product CM1191i drawing no. Z 14 W13-23 sheet 8 of1O 1.418 _ 3.824 31.715 .250 1.904 r.070 1.195 M r i .060 060 .156CE Z .630 .875 ----�- 3.250 a 1.500 ' 68519 1 •s 2.719 1.418 2.639 3.824 075 I fq p 1.569 1.418 "I 242 0j U 1.904 1.500 a IX Q a .500 060 H12 VENT TOP RAIL 18 TOP RAIL REINFORCING 8 8 1.904 1.589 G? vi 3.824 �`�--- 3.250 2.709 g n v g 2.719 1.140 0 , E4 FLANGE FRAME HEAD E8 FLANGE FRAME SILL Q FLANGE FRAME JAMB 0 n 3.824 7.418 1.750 .705 j Bj,� "M 3.250 1.125 •070 $ .0160 1.904 � p i 25 Q g 060 1.030 1.500 630 W 1.418 3.250 14 2.219 VENT BOTTOM RAIL BOTTOM RAIL REINFORCING 2,839 3.824 I 1.589 AJ 1.418 -1.500-IE - 910 •• U 1.904 Q y • 1.904 .060 .� r aLu •• •••••• 3.824 2.250 1398 1.175 .�• 4 • •• 3.250 • • • 1.589 1.598 •_ • • • 2.219 .070 LO •i• �••••: Et FLUSH FRAME HEAD Q FLUSH FRAME SILL E2 FLUSH FRAME JAMB .200 . •" M • : ••:••44:000 3.250 3.824 1.418 1.721 1.080 • ••• •••: • •0 • 1.904 t7 Eft FIXED RAIL E1 FIXED RAIL REINFORCING g e;? •:• �•••'� 1.625 .•.•.• ... . • .6301 .0601.500 • .oso 1 m - 695 1 • 2.639 3250 U Ji�x 3.844 1.589 3.824 1.418 1.418 1.500 .070 1.140 125 8 2.219 5 c o .060 1.904 .250 o .580 v 1.625 .875 h� 1.589 O JAMB STILE @JAMB STILE 1.904 ft3 REVISED LI-625--2.219 REINFORCING 3.824 3.250 as complying with the Fiorlr;a O Q FIN FRAME HEAD E9 .060 Building Code ' a°-, �c FIN FRAME SILL E8 FIN FRAME JAMB .596 Acceptance No B�xpindion Date a ra .758 .661 .050 av .230 #�- .286 .875 L1.110 ani ade PsotSuct 050 I 22 FRAME REINF. 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P£0170592 as complying with(lie Florida C.A.N. 38 BuildinS Code Aeceptsnice l"a °•��°�L.d}°� M g Iss iration Date D-6 o By FRAME BOTMM—CORNER 14 Thum' adeProductCopttr drawing no. FLANGE FRAMES SHOWN j W13-23 FLUSH & FIN FRAMES SIMILAR sheet 10 of 10 s. q Y RUBEN JUAN PUJOL ARCHITECT,P.A.A.I.A AR#0010458 12237 S.W.204 TERRACE MIAMI,Fl.33161 PH: (305)968-2155 FAX: (305)253-7258 JOB:INTERIOR AND EXTERIOR ALTERATION: OWNER: SHIRLEY MURILLO ADRESS: 147 NW 109TH STREET MIAMI SHORES,FL 33168 .... . . .... ...... REVIEW TYPE: STRUCTS 0.00•• •• 0.00•• PERNffr NUMBER: DATE: 04/07/2015 .•••• :0000: .... . ..... .. .. .. .. ...... ANSWER TO COMMENTS. • . . :..... .. . - . ... STRUCTURAL CALCULATIONS '••' INNDEX OF CONTENT: 1. STRAP BEAM CALCULATIONS.COMMENT.#5. Page: 1 thru 2. 2. CONNECTOR#3 CHECK.EQUATION.COMMENT.#6. Page: 3 thru 4. 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Ofeaed Lv,;$110-004, Q R E r RA 21 Installation Instructions Roof Sheathing Installation 1. Check that rafter alignment is uniform. Shim to level if necessary. 2. Provide adequate roof ventilation according to building code in your area. 3. Place Thermostat®radiant barrier sheathing panels on the roof with the foil side facing down (toward the attic). 4. Space panels 1/8"apart on ends and edges. 5. Fasten the panels a minimum of 6"on center at supported panel ends and around the edges and 12"on center along intermediate supports with 8d common nails. 6.You should protect Thermostat panels from moisture prior to and during installation. *00000 7. Use shingle underlayment(pr a 15 or 30 Ib. roofing felt)to cover roof as soon as possible to pio.tfet panels froMhposure to,•• weather conditions. ' • 0.0000 ••.. .000.0 8. Install all panels with GP and Thermostat sheathing trademarks(foil side)facing DOWN. •••:•• 0 ;•..�; 0000 00.0 . . 9. Keep panel's foil face clean for best performance. • • • • 0000 ••.. 00•.0 • 0 000600 00.0 Thermostat radiant barrier sheathing can also be used on gables and walls to reduce solar heat gsfi'"ough the ar8as.TM!?":* especially true for southern exposure exterior surfaces that can absorb heat from prolonged expcVfl%the sun. • •0 0 0 0 • 000000 •0.00• . Gable Installation • 0• 0• '.0..0 0 0 Use of Thermostat radiant barrier sheathing on the gables will enhance the overall performance of using radiant b�irigr sheathing in your roof sheathing applications.Thermostat sheathing should be installed on gable ends just as it is on roofs with the foil side facing into the attic. Wall Installation In a brick wall application,Thermostat sheathing's foil surface should face the exterior of the home(out).This gives Thermostat sheathing the required air space between the brick and the wall. For siding applications,Thermostat sheathing's foil surface should face the exterior of the home(out). Use furring strips to t.. provide a separation between the foil face and the siding.This gives Thermostat sheathing the required air space (minimum 3/40) between the siding and the wall. Thermostat Radiant Barrier Sheathing is not a substitute for a house wrap as it does not work as a vapor barrier. Refer to local building codes for specifics on house wrap requirements. For additional installation information on Thermostat sheathing panels carrying the APA The Engineered Wood Association grade stamp, please see Form U450 entitled "Builder Tips Storage and Handling of APA Trademarked Panels",or Form No. E30 entitled "APA Engineered Wood Construction Guide" (both available at www.apawood.org/publications). For additional information on Thermostat sheathing panels carrying the TECO Timberco Inc. grade stamp, please see the TECO-Timberco Inc. publication entitled "OSB Design and Application Guide" (available at www.tecotested.com). ® Georgia-Pacific Georgia-Pacific Wood Products LLC Thermostat and the Thermostat and Georgia-Pacific logos are trademarks owned by or licensed to Georgia-Pacific Wood 133 Peachtree St.,N.E. Products I.I.C.APA is a trademark of APA-The Engineered Wood Association.TECO is a trademark of Timberco,Inc. Atlanta,GA 30303 02010 Georgia-Pacific Wood Products U.C.All rights reserved.9110 Lit.Item#621509. 800-284-5347 www.bullditbeftercom r Frequently Asked Questions Thermostat radiant barrier sheathing is an oriented strand board (OSB) or plywood structural panel laminated with a reflective, perforated aluminum foil. The panels reflect up to 97% of the sun's radiant heat, preventing it from being absorbed into the attic of your home. That means you can maintain indoor comfort while potentially lowering cooling energy consumption. • What is a radiant barrier? • How do radiant barriers "block" heat? • How do I install Thermostat radiant barrier sheathing? • If I use Thermostat radiant barrier sheathing, do I still need insulation? • Can Thermostat radiant barrier sheathing damage my shingles? • What are the biggest benefits of using Thermostat radiant barriftr•••. sheathing in attics? *see 4,0 ""'• So, radiant barriers work in the summer months, what a"t the-rest ••••�• of the year? ' .... .... . . • How much can I save by using Thermostat radiant barrih sheatl�cwi? .•;••• • Can I use Thermostat radiant barrier sheathing on vauIMdeeD1I1nj S:Or metal roofs? _ • Where else can I use Radiant Barrier sheathing? :...:. ••••�• Where can I get more information on radiant barriers? :••••; What is a radiant barrier? A radiant barrier is a layer of reflecting aluminum placed in an airspace to block radiant heat transfer between a heat-radiating surface (such as a hot roof) and a heat-absorbing surface (such as conventional attic insulation and your ceilings). How do radiant barriers "block" heat? Heat travels from a warm area to a cool area by a combination of conduction, convection, and radiation. In conduction, heat flows from a hotter material to a colder material when the two materials touch. Heat transfer by convection occurs when a liquid or gas is heated, becomes less dense, and rises. s Radiant heat travels in a straight line away from the hot surface and heats anything solid as the wave of energy hits it. Aluminum foil, the reflective material used in Thermostat radiant barrier sheathing, stops up to 97% of the radiant heat from passing through to get into your attic. Additionally, the aluminum foil emits very little heat itself, so it does not transfer the heat that it blocks via radiation. In other words, aluminum is a good heat reflector and a poor heat radiator. How do I install Thermostat radiant barrier sheathing? Apply Thermostat radiant barrier sheathing with the reflective (foil) side down towards the attic, directly to the roof framing. For radiant barrier sheathing to be effective long-term, the reflective side must have a minimum 3/4" air space in front of the foil face to properly reflect radiant heat. This applies to both attic areas and cathedral type ceilings. 'If I use Thermostat radiant barrier sheathing, do 1 still need insulation? 0000 Yes. Thermostat radiant barrier sheathing is designed to work with-0 --ov not in lieu of, standard attic insulation. Conventional insuUtOns such .00.00 as fiberglass, cellulose, foam and others do not insulate"Ojfilnst ;, :••••: radiant heat transfers. 00000 0000' 0000. . . 0000.. 0000. Can Thermostat radiant barrier sheathing damage my shingles? 0 • •••• •*00••00 00 0• The Reflective Insulation Manufacturers Association (RIM4):has • •: published Technical Bulletin #103, which reports that in pealk suignn�er 0 conditions, the temperature of asphalt shingles is increased bnly.amo: :....' average of 2 to 5° F over radiant barrier roof sheathing. This is not a significant temperature rise and most shingle manufacturers have indicated that it does not affect their shingle warranties. However, you may wish to review your warranty to be sure it will not be voided. Contact your shingle manufacturer directly with any questions and ask for any changes in coverage to be provided in writing. What are the biggest benefits of using Thermostat radiant barrier sheathing in attics? • Attic temperatures can be lowered by up to 30°F in the peak summer cooling season. • Up to 17% decrease in energy consumption since the cooling system can work more efficiently due to lower attic temperatures. ■ Increase in operational efficiency of cooling equipment because cooler attic temperatures allow attic mounted air conditioning systems and ductwork to operate more efficiently. Increased utilization of home spaces including garages, attics, porches and other spaces that do not have climate control but stay cooler and more comfortable thanks to Thermostat radiant barrier sheathing. So, radiant barriers work in the summer months, what about the rest of the year? In summer, when your roof gets very hot, a radiant barrier cuts air- conditioning costs by blocking a sizable portion of the downward heat gain into the building. In the warm spring and fall, radiant barriers can help save on energy and cooling by increasing your personal comfort. .During these milder seasons, outdoor air temperatures are 00 comfortable much of the time. Yet solar energy still heat; up yott(fpof, ...... .insulation, attic air, and ceiling to temperatures that can •r"a*k+e you: • . . uncomfortably warm. An attic radiant barrier stops almoil�..ILof thi.. ....:: s downward heat transfer so that you can stay comfortably vftout"". ' .... .... .* ... running your air conditioning during mild weather. ••;••; •••;•• ••:••' How much can I save by using Thermostat radiant barrier sheath;dgy;• 0 • Energy usage varies according to many factors, includinb iblivic�ita• • ••�• preferences and the fluctuation of energy costs in generbj.•T:he :•: :••••: amount of energy consumed is directly related to: •• • The house cooling system, which includes insulation levels, roof color, thermostat settings, tightness of the building envelope, climate conditions, design and location of the house, size of house, efficiency of cooling equipment and other factors. The percentage contribution of heat transfer through the ceiling to the home's cooling load. Cooling load is the amount of heat the air conditioner has to remove to sustain an adequate temperature in the living areas. Tests done by the Department of Energy show that ceiling heat gains represent about 12 to 25 percent of a home's total cooling load. Since everyone's home and lifestyle are different, and energy costs differ from area to area, we can't calculate your exact savings from • using Thermostat radiant barrier sheathing on the roof. However, it is reasonable to expect that Thermostat radiant barrier sheathing can save you somewhere between 8 — 17% of your annual cooling energy consumption in the Southeast. Can I use Thermostat radiant barrier sheathing on vaulted ceilings or metal roofs? Yes, Thermostat radiant barrier sheathing can be used in both types of construction as long as you maintain a minimum 3/4" airspace for the foil surface. In both cases, the foil face should be installed facing down. Where else can I use Radiant Barrier sheathing? You may also find that radiant barriers can expand the use of space in your home. For instance, un-insulated, unconditioned spaces such as -garages, porches, and workrooms can be more comfortable with.... radiant barriers. Because radiant barriers help keep attigs Qgoler,•th4 0 •0 0:0 -space is more usable for storage. You can also use radlaut.6arriAE 0000:0 sheathing on exterior, south-facing walls that have uninteliapted san exposure. In a wall application, the foil side of the radian'limier-:: 00 ••:••, sheathing must be installed with the foil facing the outsig0;Jbe fq70': 0600V must also have minimum 3/4" airspace in front of it to be;effQctive. • •. This can be accomplished by using furring strips on the putgide ©f iie ": sheathing to create the 3/4" airspace between the sheaddrig:s foitfine 00 and the siding, brick or other material used on the exterior of the wall. Be sure to check with your local building codes for compliance in the installation of any siding product. You may also want to check with your siding manufacturer for the use of their siding in conjunction with radiant barrier sheathing. Where can I get more information on radiant barriers? Energy Efficiency and Renewable Energy Network (EREN) — www.eren.doe.gov Oak Ridge National Laboratory — www.ornl.gov Reflective Insulation Manufacturers Association — www.rimainternational.org Florida Solar Energy Center— www.fsec.ucf.edu • a � i t FORM 405-10. "FLORIDA ENERGY EFFICIENCY CGDE FOR BUILDING CONSTRUCTION - Florida Department of Business and Professional Regulation • Residential Perk mance Method Projed.Name: EXISTING UNITS FOR WERiOR REMOt3E M Buil Name: Street 147 NW M ST Pam*Off#ce: Cfly,State,Zip. MM SHORES,FL,331W Permit Number: Owner: SHRIRLEY MURILLO Jud: 231000 Design Lin: R.Warm 1. New construction or a ("eale 9. Wag Types(1072.0 ) kaAallon Area 2. Sh&famly or multiple fam r single4ardy a.Concrete Block-Int Insul,Exterior R=4.1 832.001i? t.CWncrele Block-Int'6 d,Adjacent R=4.1 240-00 11F 3. Number of units,If mum family 1 c.NfA R= fF 4. Number of Bedrooms 2 d.NIA R= IF 5. !s I*a cue? No 10.Celt Two (1150.0 sglL) n Area a.Under Attk(Vanted) R=30.0 1150.00 V 6. Cont"floor am above grade(IF) 1150 b.NIA R= IF Cmulitioned VAW area below grade(11112) 0 11.c R= to DuctsR 7. x(138.7 sgft.) Descriplion Area a.S;AtBc,Ret Atte,Ali:Main 6 200 a. U-Fac lar: Sgl,U=1.00 98.67 iF SHGC: SHGC=0.60 b. U-Factor: NfA IF 12.Cooling system kBtullu Ef lency SHGC: a.Central Unit 36.0 SEER:13.00 c. U-Factor: WA IF SHGC.* 13.Has"systems W3tuft Effidency d. Lt-Factor NIA fF a.Electric Strip Had 18.0 K ele-4m SHGC: • • •••• •••• Arm WeWded Average Overhang Deo: 2.186 R •••• i •••• • Area Weighted Average SHGC: 0. 10 14.Hak watersydems •••••• ••i• •••• • 8. F Types (1150.0 sgft.) Insulation Area a.EkKft Tenkless •••i•• Cap:1 i••• i a.Slab OrH;rade Edge insulation R=t1.0 1150.001F b. Corte fealuresANDA0 • • b.NIA R= if None •••••• •••• ••�• • o.N/A R= IF 15.Ctedb ••�••� •••• •••• • GlesslFloor Area: 0.086 Total Proposed Modified loads: 31,44 • Tota! Standard Reference Loads: 39.48 •••• • i herebyc+srtify that pians and specifications covered by Review of the plan and STgp� this cola ation are ianc with the Florida Energy specifications covered by this fl Cade. calculation compliance with the Florida EneW Code. �► r,s - G PREPAREEM. Before construction is cornpieted c DATE: this will be m for t? cornpiiance with section 553.9018 , I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. C we ON1iNERtAGENT: BUILDING OFFICIAL DATE: - DATE: Compliance ..., go tit r+eport,by a Ffarida Gass 1 Rater,In accordance with Talmo 8-1.1.2. ��,.•a�.PUJ04 '•. ' F- a : C� 2(28/20151:07 .P'• ,, ,.• uge ►USA-FlaRes2010 Samson 405.4.1 CompffW Softwwe Page 1 of 5 ®/S TE RO)P PROJECT Tale: EXISTS UNITS FOR INTER : 2 Address Type: Street Address mino Type: user Conditioned Area: 1150 Lot# Owner: SHRIRLEY MURILLO Tort SkAw. 1 Bbtt/SubDvsion: 0 of tis: 1 Worst Cass: No . BuIlderName: Rotate Atngte: 0 Strom 147 NW 109 ST PermitOf w— Cross Ventlatiom CWJW.. DADE Jn t n: 231000 Whole House Fan: City,State,Zip: MIAMI SHORES, Famlly Type: S -famlly FL, 331W Nang: E (Protected) Commend: CLIMATE IECC Design Term kat Deer Teras Heating Deer Daily TeM v Design Location MY Sate Zone 975% 2A% Winter Summer DegreeDays MoMire Rang • FL,Miaml FL MiAIN INTL AP 1 51 90 70 75 148.5 so LOW BLOCKS Number Name Area Vok ne 1 Blockl 1150 8200 SPACES Number Name Area Vohane Fin Ocmpwft Bedrwms trd ID Finished Codd Heated I Maim 1150 92DO Yes 5 2 1 Yes .•1; • '� .• 0000 FLOORS •• •••• # POW TWO Spathe Perimeter R Vats Area •••••• Tile Wood Catpef•• • 1 Slab4lv4rade Edge Inudatio Main 145 ft 0 1150 ft' _. 0••••• 0 •• 0 • 1 0000 0000 •.•• ROOF 0.000 0 0090 0 • • • *0-000 Roof Gable Roof St SA OUR End# Dlc pm. • Type Materials Area Area Cts Absor. Tested • 0 Ted••#r". (tom) • • O;. 0 ; . ••• • 1 H� Com 1185 fF 0 tF Mille 0.1 No 0 8 No••••3: 14 ATTIC V # Type Ventilation Vert Ratio(1 In) Area RBS IRCC 1 Full attic Vented 300 1150 IF N N CEILING Ceft Tvpe Space R Vatnm Area Framing Frac Tnw Type 1 Lha Atte(Vented) Maki 30 1150 fe 0.11 Woad 22620151:07 PM EtwgyGatpO USA-FbRes2010 Section 405.4.1 Compliant Sobvere Page 2 of 5 WALLS A CrAy VVkk t HeWd Sheelft Framing Soler Behr,► )z a ovot To %w Twoe Space ''AM" Et in Et In Awa RAfte Emotion Absor Gre" _ 1 N Exterfor Concrete Block-Ift 11W Main 4.1 37 8 296.0 W 0 0.1 0 -2 S Exterior Concrete Book-Ift kad Mah 4.1 37 8 296.0 fe 0 0.1 0 3 ' W Germs Concrete Block-Int ImW Main 4.1 30 8 240.0 fe 0 0.1 0 4 E Exterior Concrete Bic-Ift tin 4.1 30 8 240.0 fF 0 0 0.1 0 DOORS O ff t Do"Tye Space Stoma U-Vakie Ft InH Area Ft In 1. N InsiAefed main Nom .46 3 6 8 20 if WINDOWS Orientation dwAm Is the entered,Proposed odentallom / Wag Overhang 1( # Ont ID Frame Pis NFRC U-Factor SHGC Area Depth Separation b t Siam Screening 1 N 1 Metal Sire(tom) Yes 1 0.6 26.4 V 211:01n 3 ft 0 in DrapesUbuls None 2 N 1 Metal Sine(Clew) Yes 1 0.6 4.7 W 2 ft 6 in 3 ft 0 to Drapeaftinds None 3 S 2 Metal Single(Cleat) Yes 1 0.6 30.6 W 2 ft 0 in 3 ft 0 in DrapmMuls None 4 S 2 Metal S (Clear) Yes 1 0.6 4.0 fF 2 ft 6 ln 3 ft 0 In Drapeaftuls Nene 5 E 4 Metal S (Cleat) Yea 1 0.6 24.0 fF 2 ft 6 in 3 ft 0 In ynds None GARAGE V. # Floor Area Calling Area Exposed Wall Perimeter A%.Waft Helgid Egw$ed Weil *too: 1 362.8 f6' 382.8 fF 64 ft 8 ft *..6 • 1 :996 •0 • INFILTRATION 0 0•0 0• • . • .•. .••• • 00. 6 Scope Memod SLA CFM 50 ELA EqLA ACH ••A •• •• •••• 1 Whdehacaca Proposed CFM(50) .000116 350 1921 36.14 .0801 .0 �8 • • HEATING SYSTEM •too** ..•• . 0 • 6 System Type Stdytype Eftidency : Duds 1 Electric Strip Heat None COR 1 18 kBkft 1 sywi COOLING SYSTEM # System Tye Sw*09 Efticiency Capacity Air Hary SHR Block Duds 1 Control Unit Sit SEER:13 36 k13 ft 1080 dm 0.6 1 BFM 2M=15 1:07 PSA EnergyQau USA-FlaRe92010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM! # System Type ^.Type Location EF Cap Use Seim C; vaiion 9 Ekx*ic Tankless Main 0.98 1 ow wow 120 deg None SOLAR HOT WATER SYSTEM FSEC Com Cert 6 Company tame System Mom# Collector Mode Atex Volume FEF None Now fF DUCTS / —S — ---Relu m— Air CFM CFKM HVAC# 1/ # Lown R Value Area Location Ares Leakage Type Ftandler TOT M9 M Ri.F Mod O 1 Aiiic 6 200 V Affic V-5 Ir Defame Leakage Main 0DeI64 1 1 TEMPERATURES Programable Thermostat: Y Ceft Farms: ComH FebM Mar WApr E May nJun nM A� Sep Oct WNov H Dec H= Jan Feb Mar�Jan � Felt t jun Jul Jun Jul Oct NOV � Thermostat Schedule: HERS 20M Refererwe Flours Solvedule Type 1 2 3 4 5 6 7 8 9 10 11 12 cockv(WD) PM so 8708 78 78 T8 7788 6 8 8 7880 78 8 Cooling M EH) AM 78 78 78 78 78 78 78 78 78 78 ."'!�• ��• PM 78 78 78 78 78 78 78 78 78 ••f8 . Hear(WD) AAA 66 66 63 66 66 68 66 68 �•• •68 We � •• PM 68 66 68 68 68 68 68 68 e,0,0068 •..06 ••• Heaft(WEH) AM 66 66 S6 66 66 68 Be 68 W69:9068 86�••• PM 68 68 68 68 68 68 66 68 68,000 68 0080 68 2=20151.07 PM Energy nVO USA-FWRes2010 Secy 405.4.1 CompFmt Sofiwre Page 4 of 5 FARM 405-10 Florida code compliance checklist Florida Department of Business and Professional Regulations Residential Whole Building Perkinmanciii Methal ADDRESS: 147 NW 109 ST PERMIT t. MIAMI SHORES, FL, 33168&- i ►TORY REQUIREMENTS SUMMARY-See indivildual code section:for ftdi details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage+ 4022.4 To be caul,Basketed,weerstriPped or otherwise sealed. Recessed ligating IC-rated as meeting ASTM E 283.Windows and doors=0.30 drrVsq.fL Testing or visual inspection required. Fireplaces.gasketed doors&outdoor combustion air. Must complete envelope Teale report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and doling system.Where forced-air furnace is primary system, programmable thermostat is required.. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems consideredshall.. . be considered duds or plenum dna shal , l be constructed and • sear in accordance with Section 503.2.7.2 of this code: ••• •. .. •• ... .. ... .. ... 403.3.3 Building framing c av ties shall not be used as supply duce+•.;•• :• •.: Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with eW .•.. .. ..• in Table 40:3.4.3.2. Provide switch or dearly marked cirauk'b• rea�cer .. (electric)or shutoff(gas).Circulating system pipes insulai• V* 60:0 R-2+accessible manual OFF switch. ...... • Mechanical 403.5 Homes designed to operate at positive pressure or with m-antral ••• ventilation ventilation systems shad not exceed the minimum ASHRArc 62level. . .0 0 . ''': No mace-up air from attics,cratespam, gams or outdoors aaacent. ' to pools or spas. Swimming Powis 403.9 Pool pumps and pool pump mote with a total horsepower(HP)of= 1 &Spas HP shall have tate capability of operating at two or more speeds. Spas and heated pools must have vapor4etardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of treat from site-recovered energy. Offitimerr switch required. Gas heaters minimum thermal efficiency--78%(82%after 4116113). Heat pump pool heaters minimum COP=4.0. Coonngiheating 403.5 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special W� occasion cooling or heating capacity requires separate system or variable opacity system.Electric treat>1 OkW must be divided into two or more stages. Ceffirqstknee wads 405.2.1 R-19 space permitting. 2 151:07 PM Ery WGa USA-RMMI0 Section 405.4..1 Codd Solbwaro Pap 5 of 5 ENERGY PERFORMANCE LEVEL {EPL} DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerfo nnanc a Index,the more efficient the home. 147 NW 149 ST, MIAMI SHORES, FL, 33168- 1. New construction or e E f lrgece 9. Wd Tykes Insulation Area 2. fad or muWe hm* S -fan* a.Concrete> -W Insul,Exterior R-4.1 832.00 fe b.Concrete tic-Int e Aom t R-4.1 240.00 fe 3. Number Of a tf fan* 1 c WA R= IF C.Number of Booms 2 d.WA R= IF 5 k a ? 10.Cefi�Twes union Area a.Under Atdc(Vended)i R i.O 1150.00 ft' S. Cored lloor area(tLO) 1150 b.M!A R= 1F 7. WindowV* Descries Area c.WA R= 1F ff a. U-Factor: Sol,u-1.00 98.67 W 11. .S �j,y. R 2DO ��s�,,y,��/� /�s���p a. .7WHee Y\tr�.A1�,AH:btai<1 6 200 �7P747C: C*0.60 b. U-FadDr WA fte SHGC: 12.Cookv systems k8tuffir Effthenq c. U-FadDr MrA ft, a.Central Unit 36.0 SEER:13.00 SHGC: d. U-Factor MIA fe 13.h k8kft Ear SHGC: a.Electric Ste,beat wa*tbUi.00 AirWeWded AveralpOvert D : 2.1f;s ft . • • Arm WeWted A SHGG: 0.600 �••� i �••• �• 8. tr'T 1 Area 14.Hot •••••• •••• •••••• gallons a. bOvCvrade Edge R=0.0 1150.00 it' a.Electric •••i•• '1 •06• •• c.WA R= fe b. Conservation �••••� �••••� ••�••� Mores •••• ••••• 15.Credits; •• •• •• ••••�• I that this hom has oomphoomphadwith the Flond&Energy EfficiW4yCodefor Builder '..' • Construction through the above energy saving features wtic h will be installs!(or exceeded) Q in this=insta before nal'Inspection. Otherwise, a new EPL Display Card will be completed � based lledm liant features. 3{ff =s Builder Signature: Date: Address of'Now'Home. City/FL Zip: we *Mote.: This is not a ® If your Infix.is below 74,.your hum may qualify for energy efficient. mortgage(EEM)i EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see uge site gay e.=n for information and a list of certified Rags. For irfcutnationIgrtda Building Ccs, Conservation,contact the Florida Building Commission's support staff. _ — s � : '"'Label required S . ' .j%cha Building Code, Energy Conservation, if riot DEFAULT. tta�®Gds••..... '•GZ`� t�� USA-FURes2010 Send 405.4.1 Com Somme Residential System Sizing Calculation Summary SHRIRLEY MURILLO Prof Tine: 147 NW 109 ST EXISTING UNITS FOR INTERIORREMODELING MIAMI SHORES, FL 33168- 2126l2015 Location for weather data. Miami, FL -Defaults: Latitude(25.82) Alt1tude(7 it.) Temp Range(L) Humid` data: Interior RH 50% Outdoor wet bulb 7?F Hurnift d' Winter design temperstut*MJ8 99%) 50 F Summer design temperature("99%) 90 F Winter setpoint 70 F Summer setpaint 75 F Winter terrperature differs 20 F Summer tonperature difference 15 F Total hoffing load calculation 11183 Bkft Total cooling load cakndadw 32602 Btuh. Submitted heating capacity %of cute Stuh Submitted coaling capacity %of c alc Btuh Total(Electric Strip Heat) 161.0 18000 Sensible(SHR=0.60) 96.8 2161 Latent 140.0 1 • Total 110.4 36000 WINTER CALCULATIONS Winter Hosting toad far 1150 Load cornponent Load Window toted 89 sgft 1973 Stuh £ Wail total 953 sgft 2871 Stuh Door total 20 so 184 Btuh } CAHN total 1150 sgft 674 Stuh .... Flag total 1150 sgft 3422 Btuh � a"� •••••• •••• • infiltration 20 cfm 432 Btuh 000 •• floss 2126 Btuh •••` 000000 Subtotal 0..000 ventilation 0 cfrn 11180 Stuh , '` t .0 0 ®® e`�� • 0 .• FL���� ..�..• TOTAL HEAT LOSS 11183 Btuh 'ii•.a 0000 SUMMER CALCULATIONS ����.P V•Po�'••.,. � •� Summa! Cooling Load for 1150 :�� ••,..:. •• •• Load cornoopent Load • : • •: Window total 99 sgft 3477 Btuh •�,• : • 0 :U • Wald total 953 sgft 1778 Stuh 0�4` ' ��pQ�►" Door total 20 sgft 276 Stuh I ,.•�� Gelling tots 1150 sgft 1484 Stuh I �' ......�o•PQ^ tots lFlowr 0 Stuh R hirtion 15 afro 243 Std intw"gain 125W Stutz Duct gain 2504 Stuh MAO%) Sens.Ventilation 01 cfm 0 Btuh SkAw Load 0 Btuh Total sensible gain 22313 Stuh Ment gain(ducts) 708 Stuh Latent gain(mfiltratio n) 581 Btuh Latent gain(ventilation) 0 Btuh Latent gainontenud/occupaMaJotm) 9000 Stuh Total tateM gain 10268 Btuh TOTAL HEAT QAIN32802 Htuh EnvVyGaWS 81h Edi PREP BY: ._,,,__.__._....... _._..,.. DATE: En wlGau !USRFZB v3.1 Residential Window Diversity MidSummer SHRIRLEY MURILLO Proms Title: 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMODELING MIAMI SHORES, FL 33168- 212612015 3 Stammer design temperature 90 F Average window Load for July 2206 Btuh Cooling setpoint 75 F Peak window load for July 34M Btuh Stammer temperature difference 15 F Exc usioi limit(130%of Ave.) 2868 Stuh Latitude 25.82 North Window excursion J 563 Btuh WINDOW Average and Peak Loads • 3M00 LM ftreXCWftn\ . . .... • 12 No Av �, ••!•• •!••• • 2000.00 i �_ •••!!• ••!• ff!!• 0.00 8*tM. lb 12 2 P.m. 4 P' , 6 p.M 8 p. . arm. Total July Window Load(Radiation and conduction) 8 gfreas that produce large heat gains for part of the day. Variable stir volume devices .• �dPt�a� ces In solar gain for one or more rooms.Install a zoned system or prove zone • for problem rooms.Si�gle speed equipment may not be suitable for the application. 4i rjio PCO •: REPARED BY' • V DATE: �`'�aC'1STEREOA� Ener /UsaM41 Sizing o • System Residential Load ' Whole House Component Details SHRIRLEY MURILLO Project Tom: 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMODEUNG MIAMI SHORES, FL 33168- 2l26/2015 Reference City: Miami, FL Temperature Difference: 15.0F(MJ8 99%) Humidity difference: 5 r. t t TY! Overhang Wlndow Afw(sgft) HTM Load VVlndow Pante SHGC U bm IS ond Len Hot Grm Owdedundtaded Waded unshaded 1 1 NFRC 0,60,1.00 8•L No N 2.tllt. Ift 26:4 0.0 26A 21 21 564 BhA '2 1 NERC 0AD,1.00 B-L No N 2:68. 3.01L 4.7 0.0 4.7 21 21 100 Bkm 3 1 NERC 0.60,1.00 84- No S 2.011. 3.W 39A 39A 0.0 21 24 846 ekh 4 1 NFRC 0.60,1.00 B-L No S 2.51#. 3.011. 4.0 4.0 0.0 21 24 85 BkA 5 1 NFRC 0.60,1.00 B-L No E 2.% 3.011. 24.0 0.0 24.0 21 55 1319 Bb* Exanrs4on 563 Bkh Window Total 99 3477 Stuh Walls Type U-Value R-Value Area(so) HTM Load cwwwom 1 Concrete BkFEed-End 0.12 4,1111.0 244.9 1.9 457 Btuh 2 concrete SkRIW-EA 0.1.2 4.110.0 252.4 1.9 471 Btu 3 Cwwrste B kF d-Adj 0.12 4.110.0 240.0 1.9 448 Bhp 4 Concrete E kMed-E>B 0.12 4.119.0 216.0 1.9 40M 9th Wall Total 953 . 17' ••••�• Doors Type Area( ) •. • toad:*** '. ..• •. .....• 1 -Ext 200 13.8 2"*b � • Door Total 20 ••• '• 278 dtuh �•••• Collings TypetColor/Surface U Value R Value Area(sgft) HTM,60 '. L • 1 Vended AWWWISWroe 0.029 30.013.0 1150.0 129 ::** 9 • 00:96 Galli Total 1150 •• •• 1 ...... Floors Type R Value Size WK:4 •. Load •• 1 Stab On Grate 0.0 1150(tt-per�net� 0.0 • 11 BM 000000 Floor Total 1150.0 MR ,••••, Envelope Subtotal: 70411M Infiitratlon Type Average ACH Volume(cuEl)Wall Ratio CFM= Load Natural 0.10 9200 1 14.7 243 Btuh Irdernal Occupants B"VoccuPant Appliance Load gain .5 X 230 + 11400 12550 Stuh Sensible Envelope Load: 19809 Stuh Dint load Average sealed, .O s), A A1>)) (DGM of 0.126. 2504 Stuh Sensible Load All Zones 22313 Stah EntwWGs&V01 USRFZB v3.1 Pae 1 _ Manual J Summer Calculations Residential Load - Component Details (continued) SHRIRLEY MURILLO Project Title: CIlmate:FL MIAAAi_INTL AP 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMODELING MIAMI SHORES, FL 33168- 2/2612015 Windows July excursion for System 1 563 Btuh Excursion Subtotal: 563 Btuh Duct load 71 Btuh Sensible Excursion Load 634 Std . . .... ...... ...... .... ...... .... .... . . ...... .... ..... .. .. .. . ...... . . . . ...... 9wvjGmw9 i USRF25 v3.1 Pap 2 Manual J Summer Calculations • Residential Load - Component Details (continued) . SHRIRLEY MURILLO Project Title: Climate:FL MIAMI INTL AP 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMODELING MIAMI SHORES, FL 33168- 212612015 a' if_O.; .,�.Mme^' �3 .W. Sensible Envelope Load All Zones 19809 Bkth Sensible Duct Load 2504 Btuh Total Sensible Zone Loads 22313 Stuh Sensible ventilation 0 Btuh . Blower 0 Btuh Whole:Houses Total sensible gain 22313 Stuh Totals for Cooling Latent infiltra#ion gain(for 58 gr, humidity difference) 581 Btuh Latent ventilation gain 0 Btuh Latent duct gain 708 Stuh Latent occupant gain(5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 8000 Btuh Latent total gain 10289 Btuh TOTAL GAIN 322 Stuh LM--" L, e 'F .� _ ,4 „^` .. A.-,- i T.f 54 7, .,.ea .�,. 3 s,P,,�� �.,y. £3% "' e �.. 1. Central Unit 36000 'Key: V&Wow 41m(P -Number imdtype ofp of ) ••♦••• Gei• •oeei• (SHGC- of ae SHGC vale) 000000 • • • Window •••••• 0000 (irfh-WOW Waft device:rxrAKNa), ),Draeerfes(D)or Roger •)) ••e• e • - For :Assume medun tom,half dosed ♦•• ••• 00000 • For.Drams:Assume midum weave,half ted ••• • so:** For Roffey dade8:Asww trarealucent,hall dosed •• i **so:* • _ pS-kneat sir:raie(N),FWKF)or Ha�M)) •♦• • • (Oat-corfoess orientation) • • • • • Goose* a .' :see*: 00 0 usRFzs v3.1 Psp2 System Suing Calculations - Winter Residential Load - Room by Room Component Details SHRIRLEY MURtt O Prood Title: 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMOOELING MIAMI SHORES, FL 33168- Building Type., User 2126/2015 Reference City: Miami, FL (Defaults) Winter Temperature Dftrerice:20.0 F(MJ8 99%) Window Panes/Type Frame U Orientation X HTM= Load 1 1, NFRC 0.60 Metal 1.00 N 26.4 20.0 528Stuh . 2 1, NFRC 0.60 Metal 1,00 N 4.7 20.0 94 Btuh 3 1, NFRC 0.60 Metal 1.00 S 39.6 20.0 792 Stuh 4 1, NFRC 0.60 Metal 1.00 S 4.0 20.0 80 Stint 5 1, NFRC 0.60 Metal 1.00 E 24.0 20.0 480 Btuh Window Total 98.7 1973 Stuh Walls Type Ornt. Ueff. R Value Area X HTM= Load (CavJSh) 1 Conc Blk,Filled -Ext (0.124) 4.110.0 245 2.49 609 Btuh 2 Cone BIKFilled -Ext (0.124) 4.110.0 252 2.49 628 Btuh 3 Conc Bik,Fiiled -Adj (0.124) 4.110.0 240 2.49 597 Btuh 4 Cone 81k,Flllad -Ext (0.124) 4.1/0.0 216 2.49 537 Btuh Wall Total 2371 Btuh Doors Type Storm Ueff. Area X HTM-- Load 1 Insulated-Exterior, n (0.460) 20 9.2 184 Stuh Door Total 1848tuh Ceilings Type/Color/Surface Ueff. R Vale Area X HTM= Load 1 Vented AttrW /Shing (0.029) 30.013:0 1150 0.6 674 Btuh Coiling Total 11 6748tuh Floors Type Ueff. R Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 145.0 ft(perim.) 23.6 3422 Btuh Floor Total 1150 sqft 3422 BbAh Room Envelope Subtotal: W25 I • . . . ... ...... Intal on Type WhWehouse ACH Roam VokAme Wall Ratio CFM= ...... ..:. ....:. Natural 0.13 9200 1.00 19.6 ...:.. 432 BWb . .... ... ..... Duct load AvMP std,&4*MM G*&1q),Ra ,aAft) (DLM of 0.235) ••:••f 126 ••:••• .. .. .. . ...... Room 01 Sensible Roam Subtobd 11183 ..... EMMON19 /USRFZB Y3.1 Pap 4 Manual J linter Calculations Residential Load - Component Details (continued) SHRIRLEY MURILLO Project Title: 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMODELING MIAMI SHORES,FL 33168- Building Tom: User 212612015 ;u t A 'b f✓14i vat:.. d A .g r 3$v *. '' uffi,. Subtotal Sensible Heat Loss 11183 Stuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 11183 Stuh IWi 1. Electric Strip Heat 18000 Btuh _Key:Window tWes-NFRC(Requires U-Facto and Staff td(SHM)of gkns as runes veks) or-CASs as%3ea'or TAY(Uses U-Factor and SHGC ) U-mow U-Facer) HTM-MwuW Heat Transfer MWWO Version 8 • 00 0 •••• •••• • • • EnergyGaugeO J USRFZB V3.1 Page 2 System Sizing Calculations - Summer Residential L - Room by Room ComponentDetails SHRiRLEY MURILLO Project Title: 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMODELING MIAMI SHORES, FL 33168- 2f2612015 Reference City:Miami,FL Temperature Difference: l5.OF(MJ8 99°x) Humidity difference:58gr. TYW Overhang Wlndow Area("ft) HTM Load Window Res SHGC U IrM IS Onrt Grass StaftdUnstuxled Stud Undaded 1 1 NFRC 0.60,1.00 B-L No N 2.01. 3.01. 26.4 0.0 28.4 21 21 534 Safi 2 1 NFRC 0.60,1.00 B-L No N 2.51L .3.01. 4.7 0.0 4.7 21 21 100 am 3 1 NFRC 060,1.00 S-L No S 2.01. 3.01. 39A 39.6 0.0 21 24 me Bob 4 1 NFRC 0.80,1.00 8-1. No S 2.ft 3.01. 4.0 4A 0.0 21 24 855 BM 5 1 NFRC 0.60,1.00 S-L No E 2.5ft. 3.01. 24.0 0.0 24.0 21 55 1319 BM Window Total 99 2914 Btuh Wane Type U Value RVaiue A"*$O) HTM Load C dstwem 1 C B1kY:1 d-Ext 0.12 4.1/0.0 244.9 1.9 4.57 Bich 2 Concrete SkF d-Ext 0.12 4.110.0 252.4 1,9 471 Bk6 3 Concrete BkFMed-Adj 0.12 4.147.0 240.0 1.8 448 Bkjh 4 -Ext 0.12 4.1/0.0 216.0 1.9 403 Bfidr Wall Total 953 1778 Btuh Doors Type Area(sgft) HTM Load 1 EAeft 20.0 13A 276 Bbih Door Total 20 276 Btuh Geldings Type✓ColorMsfac e U Value R-Value Area(sgft) HTM Load 1 Vended A1tiC1M WStdrge 0.028 30.013.0 1150.0 1.9 1484 BM Ceiling Total 1150 1484 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1130(ft lure 0.0 0 Btu Floor Total 1150.0 0 Stuh Zone Envelope Subtotal: 5453 Stuh Infiltration Type Wholehouse ACH Volume(cuft)Well Ratio CFM;- toad...' ...... Natural 0,10 9200 1.00 14.7.. 243.B,th .' Internal Ocx 4w is Bh"bccujmt Appliarme .. Load.. ...... gain 5 X 230 + 11400•• •• 12550 Stuh • Sensible Envelope Load-.. . 1924r.11h ..... Duct load Average sealed, Aar) (DGM of 0.1 243 ••••• Sensible Zara Load ; 2167.9 Butt ....;. ...... ErwWGavgW 1 USRM v3.1 1 Manual J Summer Calculations • Residential Load - Component Details. (continued) SHRIRLEY MURILLO Project Title: Clicrste:FL MIAM INTL AP 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMODELING MIAMI SHORES, FL 33168- 2126r2015 Sensible Envelope Load All Zones 19809 Stuh Sensible Burt Load 2504 Stuh Total Sensible Zone Loads 22313 Btuh Sensible ventilation 0 Btuh . Blower 0 Btuh Wftole House Total sensible gain 22313 Btuh Totals for Cooling Latent infiltration gain(for 58 gr. humidity difference) 581 Stuh Latent ventilation gain 0 Stuh Latent duct gain 708 Stuh Latent oc m4mmt gain(5.0 people 200 BkA per person) 1000 Btuh Latent other gain 8000 Btuh Latent total gain 10389 Stuh TOTAL GAIN 32602 Btuh z� 1. Central Unit # Btxi�j . **so -Key: Wakw was(Panes-Nwrdw and We of paries of mss) ...... ..:. ....:. (SHGC-std coeffiderd of glass as SHGC marrarkYai vat) • (U-V*Wow U-Fates) •••••• • • • . QnSh-httwW device:t No),8 B).Drgxdes(p)or Roller Sfu M) •••• •••• • • - For OWL Assume me& n color,heir Gaged ••• •• •..•• For Drepedw.Assume medhnn weave,half clad •.• • •.:..� For Rdw :Assume ftiduceK half dosed •.• : •.•••• OS-trisect screen:rte,FtdKF)or MOM)) w= • (Ont-pow ) �••� • •� • •Y • • EnerViOwWO/USRFZB v3.1 Pale 3 Manual J Winter Calculations Residential Load - Component Details (continued) SHRIRLEY MURILLO Project Title: 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMODELING MIAMI SHORES, FL 33168- Building Type: User 2/261t015 Subtotal Sensible Heat Loss 11183 Btuh Ta Wft for Heang Ventilation Senst"Heat Lass 0 Btuh Total Heat Loss 11183 Btuh 1. Electric Strip Heat 18000 Btuh 'Kwf WkWbw tAM-NFRC(Requires U-Fate wW Ott ooaetteni(SHCIC)of ghwe as mmmical vabx s) or-Chess as'Clear'or TW{tis U-Faclor acus SHGC defetb) U-OM sdow U-Facer) • HTM-04wxw1l Heat TrwWw ) vim,a Y • • • 0000 ••••f• 0000•• 0000 ••••i• • 001!0• • • • 0100•• 0100 ••f• • • 0000 0000 0000• •0f••• 0000 ••0•• • _ 00!00• • • 0000•• • • • • • • • • • •0000• &mMOwVO i USRFZ v8.1 PW2 System Sizing Calculations - Winter Residential Load - Whole House Component Details SHRIRLEY MURILLO Projecd'Title: 147 NW 109 ST EXISTING UNITS FOR INTERIOR REMODELING MIAMI SHORES, FL 33168- Building Type: User 2/2612015 Refererne City: Miami, FL (Defaults) Winter Temperature Difference:20.0 F(MJ8 99%) Window PanestType Frame U Orientation X HTM= Load . 1 1, NFRC 0.60 Metal 1,W N 26.4 20.0 528 Btuh 2 1, NFRC 0.60 Metal 1.00 N 4.7 20.0 94 Btuh 3 1, NFRC 0.60 Metal 1.00 S 39.6 20.0 792 Btuh 4 1, NFRC 0.60 Mewl 1.00 S 4.0 20.0 80 Btuh 5 1, NFRC 0.60 Metal 1.00 E 24.0 20.0 480 Btuh Window Total 98.7 1973 Btuh Wails Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Cone BIKFilled -Ext (0.124) 4.110.0 245 2.49 609 Btuh 2 Cone Bik,Filled -Ext (0.124) 4.110.0 252 2.49 628 Btuh 3 Conc Blk,Filled -Adj (0.124) 4.110.0 240 2.49 5997 Btuh 4 Conc Blk,Filled -Ext (0.124) 4.110.0 216 2.49 537 Stuh _ Well Total 2371 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated-Exterior, n (0.460) 20 9.2 184 Stuh Door Total 184Btuh Ceilings Typetcolor/Surface Ueff. R Value Area X HTM= Load 1 vented Attic/W/Shing (0.029) 30.013.0 1150 0.6 674 Stuh Coiling Total 11 67413tuh Floors Type Ueff. R Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 145.0 ft(perim.) 23.6 3422 Btuh Flag Total 1150 scift 3422 Btuh Envelope Subtotal: msptw. ...... Irtfiitradon Type WtxDWousa ACH Vol w*Cuft) Wall Ratio CFS " :' '• Natuwal 0.13 9200 1.00 19.6 •••�•• 43A 0000•• 0000•• • • • 0000•• 0000 ••• 0000• Duct laud Average sealed, R6.0, Supply(Att), Retura(Att) (DLM of 0.235) ......2126 QU6 09000 0000 0000 0000.6 0000 All Zones Swelblet SubtotalAll?ones � � 04183 ••••0• .0000• . . .. . 0000 . . SwWAmpS USRFZB v3.1 Page 1 MIAMI-MODE 1411ANII-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTIIIENT OF REGULATORY AND ECON0114IC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMDUSTRATION DIVISION T(786)315-2590 F(796).315-2599 NOTICE OF ACCEPTANCE (NOA) w v.m1amida4&gm Lgn-pmy CGI Windows&Doors 10100 NW 25*Street Miami,FL 33172 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"Targa 7200"White PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W1342, titled "Series 7200 Vinyl Hgriz. Reljeir,,/dw. (L.M.I.1S.M.I.)",sheets 1 through 11 of 11,dated 07/30113,with revision A dated 01!1=14,prepai by AI- • Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-.Dads County Ps&uct 0 0 0 0% Control Section Approval stamp with the Notice of Acceptance number and approvai date by the Miami— . 0000.. Dade County Product Control Section. •••• • . 0000.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 00 0 0 0* �. LABELING: Each unit shall bear a permanent label with the manufacturer's namiz se logo,*QW,01tate, 000000 model/series, and following statement: "Miami-Dade County Product Control Appt unless otherwise 0 noted herein. • • •000.•. •*00:0 0 RENEWAL of this NOA shall be considered after a renewal application has been Ziled and there has been no change in the applicable building code negatively affecting the performance of this product. •,0 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. This NOA 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.13-1115.07 MIAM!DARE CC?JNWM Expiration Date: February 20,2019 Approval Date: February 20,2014 � �- Page 1 t T CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-42,titled"Series 7200 Vinyl Horiz.Roller Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11,dated 07/30/13,with revision A dated 01/20/14;prepared by AI-Farooq Corporation,signed and seated 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)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 marked—up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame horizontal sliding windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014637P,dated 10/04/13, signed and sealed by Ramesh C.Patel,P.E. C. CALCULATIONS •••••• 1. Anchor verification calculations and structural analysis, complying with F$'�-2010, 0000:0 dated 08/13/13, prepared by Ai-Faraoq Corporation, signed.Zj.jeald by.favad 0 0 0 0:. Ahmad,P.E. 000006 6 . . . 6666 - 2. Glazing complies with ASTM E1300-09 6006� �0 0 0�0 : 0 6666 6 66666 . D. QUALITY ASSURANCE .6060. 0 . 06:000 . 66 66 06 66. 666666 1. Miami-Dade Department of Regulatory and Economic Resources�) 0• . 6 :000:0 . 606000 E. MATERIAL CERTIFICATIONS 0 6. 0 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Che;H;I ComWnj INA) :0000: for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers"with• PET Core"dated 03/28/13,expiring on 12/11/18. 2. Notice of Acceptan6e No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03!28/13,expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 4. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America,LLC for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/20/14,expiring on 02/19/19. /^ � J` P Manu 61 Pe z,PA. Product Control HZamiq0 NOA No.13-Tf 5.07 Expiration Date: February 20,2019 Approval Date: February 20,2014 E-1 ' CGI Windows&Doors • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, and compliance with FBC 2010 and of no financial interest,dated 10/16/13,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Approved Proposal issued by Product Control Section, dated 01/07/13, signed by Jaime Gascon,P.E., G. OTHERS - 1. None. .... . ..... .. .. .. .. ...... • • I I M noel ez, .E. Product Cont Exa ener NOA No. 15.07 Expiration Date: February 20,2019 Approval Date: February 20,2014 E-2 e t r 73 3/4" 110" v INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH MAX. A A 6" My_ 6" AX12 6' MAX. 12 A N 3 HEAIwSiLL Hwy HEAD/SILL nsr 3 3 Z II~ IA MAX' A MAXACORNERS 5SILL CORNERS 5 �� F 8 a i 11 1t ` iI 11 3/ C 1 If II a 6 i! 6 II II �y LL w all D / i W Ly 6 %/i 6 6 X / 6 w0 io % if 6 is X %/ Lr/ tivo o }1 ca _ n u 0 # l rI to o / o u to 0 tt m Q1$ NI a ii o `� }�- n o " it "' ted 4' z�' 11 - 11 If41 3 II I3 II B II t _ - N t%l 6� U7 _. ••• FALSE MUNTINS 33" 33" a� 33" 33" �r • (SURFACEMAY BE USED D.L. OPG. VENT D.L. OPG. FIX. LITE tO v D.L. OPG. VENT D.L. OPG. FIX. LITE SWEEP LOCKS • • to •.-• .•••i• 36 1/4" 36 1/4' .. Orj •v • • SWEEP LOCKS O Lu •••••• VENT WIDTH ; FRAMES VENT WIDTH O • •• • • RAM • •• Al °� •N•a ••••• TYPICAL ELEVATIONS = SWEEP LOCKS {1) PER VENT FOR WOW. HT. UPTO 25' AT MIO HEIGHT• O. M I ••�•�• (2) PER VENT FOR WOW. HT. ABOVE 25" • Z ;E* • • _ AT 7 FROM TOP & BOTTOM • L, �. .••••• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. DAYLITE OPENINGS: DAYLITE OPENINGS: SHUTTERS ARE NOT REQUIRED. DLO WIDTH = INTERIOR FRAME WIDTH 7.750 DLO WIDTH INTERIOR FRAME WIDTH - 11 2 3 SERIES 7200 VINYL HORIZONTAL ROLLER WINDOW DLO HEIGHT = INTERIOR FRAME HEIGHT - 6.562 (VENT) DLO HEIGHT - INTERIOR FRAME HEIGHT - 6.562 (VENT) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER = INTERIOR FRAME HEIGHT -- 4.438 (FIXED LITE) = INTERIOR FRAME HEIGHT - 4.438 (FIXED LITE) ^ CHARTS SHOWN ON SHEET 3. o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 0 COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER °« WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING c a MIAMI-DADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. � °1 c REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INDEX OF DRAWING ! LAMINATED GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o a SHEET No. DESCRIPTION INSULATING LAMINATED GLASS WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 1 GENERAL NOTES, FLANGE FRAME ELEVATIONS 'LARGE & SMALL MISSILE IMPACT M o 2 FLUSH FRAME AND FIN FRAME ELEVATIONS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 3 WINDOWS CAPACITY CHARTS _ �� ! EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. --- -- fngr. JAVAO AH►tAD� ne 4 _ GLAZING DETAILS L'iVd, i \ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 5 & 6 FLANGE FRAME DETAILS - FLA Pc' # ?o5s2 '►FPeoved as centpiylttg with tits o C.A.N. 3538 Ftertdn IdleCode NOT PART OF THIS APPROVAL 7 FLUSH FRAME DETAILS Rate A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 8 FIN FRAME DETAILS - NOMI v $ o v 9 BILL_OF MATERIALS I9q�{ h1laml Dade Pivduet CO " ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. _�10 EXTRUSION DETAILS Ol `� droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 11 VENT AND FRAME CORNER CONSTRUCTION DETAILS _ .,0 Y✓ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W13-42 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ./' sheet L of 11 t t 73 3/4" 110" 4mmu v INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH04 I 6" MAX. 12" 6" MAX. 12" 6" r� HEAD/SILL I Al MAX.. HEAD/SILL Al m. 3" 3" Z i CORNERS 7 HEAD SILL CORNERS 7D F SILL _� p C7 1iII1III - 0 7 C1 6 > m I FIII 6 a1tIII mu Z, IN �ro0 p vo �!6 i <= bw � If li If IF 11 Bt i II 81 ti 11 7 II 7 ' FI i VI 4m FALSE MUNTINS 33" -I \ 33" 44x33 33° 33" Qg •�' •••� •••••• (SURFMAY BE USED D.L. OPG. VENT-,/ I D.L OPG. FIX. LITE 'O v O.L. OPG. VENT D.L. OPG. FIX. LITE SWEEP LOCKS • ly/Vy "' • " " •• • W 0000•• 36-1/4- SWEEP LOCKS 36 1/4 * SWEEP LOCK O j-- :0000: VENT WIDTH • EWSH FRAMES VENT WIDTH (1) PER PENT FOR WDW. HT. UPTO 25" AT MID HEIGHT.� �� � }�••.� � � (2) PER VENT FOR WOW. HT. ABOVE 25" AT 7" FROM TOP & gOTTOM •• • >ti �A 0000• •• •� (/} � 090000 73 3/4" 110" •• N�j '• INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH : 5 O 3j •••••• 6" MAX. 6 b AX. 6" MAX. i Z n •••9•• HEAD/SILL A2 HEAHERO/SILL A2 7 z • r. } .�o • • CORNERS 8 SILL CORNERS 8 o C9 < i n FI C2 ' ii C2 li w \ W m l > �% 6 (0 >i tlIF KSI t 11 N in 0to o u' an in FI 11 � II B2 82 jj U i7 N FF 6 8 IF j o » T — �— _ x o _ Q CD t w Engr. JAVAD ANt.IAD d o FALSE MUNTINS 33" 33" w 33" 33" CNIL kpprmcd as complying%VM fhv (SURFACE APPLIED) / *D L. OPG. VENT O.L. OPG. FIX. LITE `D v D.L. PGVENT OLOPGFIXLITE FLA / 70592 Florltf I tlF3lr? MAY BE USED . D.L. . . C.A.N. 3538 Mite FIIV FRAMES _b n 36 1/4" 36 1/4" NO3,46 .. VENT WIDTH VENT WIDTH tt4faml Flutle 2coduei Cont Li � o '� drawing no. TYPICAL ELEVATIONS I � ��? r W l 3--42 1 6sheet 2 of 11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF INTERIOR FRAME DIMS U (XO OR OX SIZES) (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) INTERIOR FRAME GLASS TYPES INTERIOR FRAME GLASS TYPES INTERIOR FRAME GLASS TYPES INTERIOR FRAME GLASS TYPES DIMENSIONS 'A', 'Al', 'B', '131' DIMENSIONS 'A', 'Al', 'B', 'Bl' DIMENSIONS 'A', 'Al', 'B', 'Bl' DIMENSIONS 'A', 'Al', 'B', 'Bl' 3 WIDTH HEIGHT EXT.(+) 1 NT.(-) WIDTH HEIGHT Exr.(+) 1 NT.(-) WIDTH HEIGHT EXT.(+) 1 NT.(-) WIDTH HEIGHT Exr.(+) 1 Nr.(-) G z 25-1/2- 60.0 60.0 25-1/2' 60.0 60.0 73" 60.0 60.0 73' 80.0 60.0 36" 60.0 60.0 36" 60.0 66.0 105-1/4" 25" 60.0 60.0 105-1/4' 25" 60.0 60.0 N m 52-1/8- 25" 60.0 60.0 52-1/8" 25' 60.0 60.0 110" 60.0 60.0 110" 60.0 60.0 ELANCiE FRAME O 0 U 73-3/4 60.0 60.0 73-3/4' 60.0 60.0 73' 60.0 60.0 73' 60.0 60.0 25-1/2" 60.0 60.0 25-1/2- 60.0 60.0 105-1/4' 37-3/8" 60.0 60.0 105-1/4" 37-3/8" 60.0 60.0 INTERIOR FRAME DIMS 60.Q 60.0 110" 60.0 60.0 110" 64.0 50.0 O t 3S 37-3/8' 60.0 60.0 36" 37-3/8 -- t{ 52-1/8- 60.0 60.0 52-1/8" 60.0 60.0 73" 60.0 60.0 73' 49-5/8" 60.0 60.0 C 73-3/4' 60.0 60.0 73-3/4" 60.0 60.0 105-1/4' 49-5/8" 60.0 60.0 73" 62" 60.0 60.0 0 Q a 25-1/2- 60.0 60.0 25-1/2- 60.0 60.0 110- 60.0 60.0 65" 60.0 60.0 C cill 1• M. 49-5/8" 60.0 60.0 36" 49-5/8' 60.0 T 60.0 73- 60.0 60.0 77" 23" 60.0 80.0 0: 0 52-1/8- 60.0 60.0 52 1/8- 60.0 60.0 105-1/4" 62' 60.0 60.0 91' 60.0 60.0 FLUSH FRAME 4 73-3/4" 60.0 60.0 25-1/2" 60.0 60.0 110„ 60.0 60.0 101' 60.0 -60.0 za 25-1/2' $0.0 60.0 M. 62' 60.0- -60.0 65' 60.0 60.0 65' 60.0 60.0 INTERIOR FRAME DIMS Q i3 F " 62" 60.0 60.0 52-1/8- 60.0 60.0 77" 60.0- 50.0 77' 35" 60.0 60.0 52-1/8" 60.0 60.0 23" 60.0 60.0 91' 23" 60.0 $0.0 91' 60.0 80.0 73-3j4- 04 60.0 50.0 31" 60.0 60.0 101" 60.0 60.0 _ 101" 60.0 60.0 4m w 23" 60.0 60.0 47' 23 60.0 60.0 107" 60.0 60.0 65' 60.0 60.0 •••N 31' 23„ 60.0 60.0 73- 60.0 ~60.0 65" 60.0 60.0 77" 47' 60.0 60.0 : ••••n •••••• 47' 60.0 60.0 23" 60.0 60.0 77" 60.0 60.0 _ 91' 80.0 60.0 �N FRAME • (/f ••• 0 •• 73- 60.0 60.0 31- 60.0 60.0 91" 35" 60.0 60.0 65" 60.0 60.0 •• �• O •a •••••• t 71 v 23' 60.0 60.0 47" 35" 60.0 60.0 101' 60.0 60.0 77" 59' 60.0 60.0 •• O w • i••••i 31" 80.0 60.0 73' 60.0 60.0 107' 60 0 60.0 •• © �••• • • • ,35" - • • 47" 60.0 60.0 23' 60.0 60.0 65" 60.0 60.0 •• t-4 °� _� •••• 73" 60.0 60.0 31- 47° 60.0 60.0 77' 60.0 80.0 o fo, 0 00000 •• c to u10r 000000 23' 60.0 60.0 47- 60.0 60.0 91" 47' 60.0 60.0 •• N M•1 •• 31" 47„ 60.0 60.0 23° 60.0 60.0 101* 60.0 60.0 : �• Z 319 • •••0'• 47' 50.0 _ 50.0 31' 59' 60.0 60.0-- 107' 60.0 60.0 - • :••••: 73' 60.0- 60.0 47' 60.0 60.0 65" 60.0 60.0 • '~ �•-• 0 • 23" 60.0 60.0 77" 60.0 60.0 tO p 31" 59' 60.0 60.0 91- 59' 60.0 60.0 47' 60.0 60.0 101" 60.0 60.0 73' 60.0 60.0 107- 60.0 60.0 x (1/2W) (1/2%11) (1/3w) (2/3W) (1/3W) 0/3W) (1/3W) (1/4W) (t/ear) (1/4W) �i •i �i �i •i �i �i to LJ I v o z OPERATING VENT TO BE OPERATING VENT TO BE OPERATING VENTS TO BE OPERATING VENTS TO BE c 1/2 OF THE WDW. WIDTH 1/3 OF THE WOW. WIDTH 1/3 OF THE WDW. WIDTH 1/4 OF THE WOW. WIDTH a °c .� 'XO OR OX' 'XO OR OX' 'XOX' 'XOX' ;u a Engr. JAVAD AHMAD CIAL FLA. PEI 7D592 Approved as compiyiRg llith 11W o i C.A.N. It<torida Q d1 ii $ D Date f ii 'C3OA6 v v` NOTE: MIanII Dade !�CaK et ' ..GLASS-CAPACITIES-ON THIS..Sf_IEET ARS-.- _ - -- �' # - -- drowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) Ry. AND FLORIDA BUILDING COMMISSION W'(3--42 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 01 3/16" ANN. GLASS 3/18" HEAT STREN'D GLASS t .075" INTERLAYER .075" INTERLAYER SAFLEX CP BY 'EASTMAN CHEMICAL' SAFLEX CP BY 'EASTMAN CHEMICAL' • OR OR .090" INTERLAYER .090" INTERLAYER H SAFLEX CLEAR BY 'EASTMAN CHEMICAL' SAFLEX CLEAR BY 'EASTMAN CHEMICAL' N ri OR OR .090" INTERLAYER .090" INTERLAYER O SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY 'DUPONT' 00. 3/18" ANN. GLASS 3/16" HEAT STREMD GLASS 0 h SILICONE SILICONE o co GE 1200 cy co g to DOW CORNING 899 DOW CORNING 899 Q DOW CORNING 995 '' DOW CORNING 995 Q L� o ° t� 00 GLASS TYPE 'A' GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS mg •• S.M.I.) • . Bifn ... • 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS • 0 •- '••••' • F-.• � • • .075" INTERLAYER .075' INTERLAYER •. A � ulp .•.•• 1/2" AIR SPACE S�LEX CP BY 'EASTMAN CHEMICAL' 1/2" AIR SPACE OR CP BY 'EASTMAN CHEMICAL' •• moo .090" INTERLAYER .090" INTERLAYER • to N� , ► •••••• 3/16" ANN. GLASS • O M •• / SAFLEX CLEAR 6Y EASTMAN CHEMICAL SAFL,EX CLEAR BY EASTMAN CHEMICAL! • � � �. � ••••:• OR OR 3/16" TEMP. GLASS OR +�•p� 3/16" TEMP. GLASS .090" INTERLAYER .090" INTERLAYER Z t'—i • • SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY 'DUPONT' o••. • • 1/8" ANN. GLASS 1/8" HEAT STREWD GLASS � SILICONE SILICONE z 00 GE 1200 z GE 1200 DOW CORNING 899 to IOW CORNING 899 ' DOW CORNING 995 i DOW CORNING 995 I I O IYii 0 CARDINAL XL O CARDINAL XL v a EDGE SPACER EDGE SPACER m 10 �1 t1 ST. STEELE L r--1 17-1 5T. STEEL 3G GLASS TYPE 'Al' GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS 1" OVERALL. INSUL. LAM. GLASS (L.M.I ONLY) ; M S.M.L) Engr: JAYAL) AHMAA o IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING CML 4tpprQVWaacemplyingVVIththil fLA. PE # 70592 EXTERIOR PLY OF GLASS TYPE 'Al' MUST BE TEMPERED. CA.N. 5+� . *filar dpaaut llp _ab p-&—ow I 6p i`LA••ft f � ♦ d a $ 9 V hA 69I tulAade?todeet � ..--., NT �tr 8Y� .r, drawing no. W13-42 sheet 4 of 11 01 EDGE 01ST. TYPICAL IC£ ANCHORS TYPICAL ANCHORS N FOR SPACING SEE ELEV. Y `r 1BY w000 BUCK FOR SPACING fj SEE NOTE ON SHEET 1.•' :. t a r I _____— -----� 4 ,� 4 a ;� m (r-------------------�i m °a a' a h' METAL G I I MIAMI—OADE COUNTY APPROVED I i Z / a•' a n a STRUCTURE EDGE DIST o I MULLION & MULLION ANCHORS 1 O d =D, 4.• 4, _ 4a a ' a` ° EDGE ST. o I SEE SEPARATE NOA t r I N \ I EDGE DIST. 1 0. .� 1 Ii U ------ r----------_�j E� s4 a-- 9 A E18 V iq IS ES O Cl .0 I' I FLAT HEAD WITH BUSHING REQUIRED AT HEAD 3 +I II ABOVE FIXED LITE ONLY ON ALL STRUCTURE TYPES. Q W�� II I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. t3 I I 'I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••• 1/4- DIA TAPCON BY 'ITW' • • �' • I —/ (Fu-120 KSI, Fy=92 KSI) • (n ••• • 4" DIA. ULT'RACON BY 'ELCO' Fu= •• x •••••• I I / ( 177 KSI, Fy=155 KSI) • O INTO 28Y WOOD BUCKS OR WOOD STRUCTURES p � ITEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD •. : " .•�••� W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH THRU 1BY BUCKS INTO CONC. OR MASONRY a mN (L + :I I I a 0 w END WITH PLASTIC COVER • ® N U3�' •••••• 0 I �,, 1-1/4 MIN. EMBED INTO CONCRETE {HEAD/SILL) tV� m .' J I I- W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 � % ....:. o "� o a W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END DIRECTLY INTO CONC. OR MASONRY • ,, Z z tn tn :....: 11 i +I 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) L ' c g• SEALANTS: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) t'� o sc _j in U #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o 'I ALL JOINTS AND FRAME CONNECTIONS SEALED WITH w �I it tI SILICONE SEALANT. INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") It II ,I 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) .20 2 ,I tI II TYPICAL EDGE DISTANCE L tl INTO CONCRETE AND MASONRY = 2-1/2" MIN. m ;I Q INTO WOOD STRUCTURE = 1" MIN. ' Eis E13 INTO METAL STRUCTURE = 3/4" MIN. +� I I cv � @ E4 C7 L Iii4 CONCRETE AT HEAD, SI;L .OR.JAI&S f'c = 3000 PSI MW. 10 c' E7 C-90 HOLLOW/FILLE10`BLOCK 'AT JAMOS rm = 2000 PSI MIN. '> a 18 i c < W2 1a FLANGE FRAMES Q OB t4f: JAVAOAHM I is o W d a FLA PE 70592 Approv cd as complying 1titlt&Ie I as a a ° CAN 3538 flat id distg, otls � c' i` ofo a g I!I�A f I ': r .4 d R q 4 a a N 4{ ¢ D &ilaral Dst r'�iFld{lt'� tCQI ro v n Z hh i�4 —� o a a .♦ ' ' n ` °. 4•. D I D• v �t � �; tilj� ' drawing no. w• g e TYPICAL ANCHORS v. TYPICAL ANCHORS "� SEE ELEV. 181' SEE ELEV. W 1 3—42 ° FOR SPACING WOOD BUCK FOR SPACING sheet 5 of 11 1/4" MAX. INTERIOR FRAME WIDTH 1/4" MAX. SHIM � @) � SHIMS M E4 TYPICAL ANCHORS r' $ TYPICAL ANCHORS SEE ELEV.SEE ELEV. O FOR SPACING p� O FOR SPACINGIL £� a V. v 90 - _ - - _- - - _ - - - - a v1- 0 Q U4 Call _ _ _ _ _ _ _ _ 0`aa 8 w = ___- -- o all` Da W .0 r !t8 E13 2 q8 EB 14 1 EXTERIOR D.L. OPG. c-------—� METAL f ^ STRUCTURE XO LAYOUT N 16Y WOOD BUCKS SEE NOTE ON SHEET 1 In 1/4- SHIM 1 4" MAX. �••• 0000•• � INTERIOR FRAME WIDTH � MAX. SHIMS s• ••• • •• �'+ O � � 0000•• E4 E7 Eli D.L. OPG. •• ora w • • 15 E9 1 1 Y6 1I7 0� �����• I.••• • • � t!! 00000 TYPICAL ANCHORS 0000• S££ ELEV. " N 13 N .•••.• ——_ FOR SPACING •• to Y — __ — — ———— — — — ——— O �• -� Q 0009•• •_o �ti yi 0000• : Q 0 4 " O Ai N8 = _—— —— —— TYPICAL ANCHORS EXTERIOR SEE ELEV. Id9 f3 12 W9 E8 Et4 13 Q p' $ FOR SPACING D.L. OPG. o XOX LAYOUT c6 MIAMI—DADE COUNTY ij a APPROVED CLIPPED MULLION TYPICAL ANCHORS do MULLION ANCHORS SEE ELEV. FOR SPACING SEE SEPARATE NOA INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH C5 f1 it 2 N II 11 � pyo I I O oq g I I O o0 - - Engr: JAVAD AHMAD o a e CIAL .4pro4ed a.4 comptviag with W i' N R C.A.N.Ef 70 92 Florida v J3 ods o I ifate Naml Rade Product Co v c L----- I ,��� �. M drawing no. _ V W13-42 sheet 6 of 11 TYPICAL ANCHORS -- v ES ELEV FORPACIN6 FLANGE AND FLUSH FRAMES CAN BE qp� TYPICAL ANCHORS = USED AT ALL ANCHORAGE CONDITIONS. t SEE ELEV. m EDGE DIST. FOR SPACING o Z g EDGE DIST. oa = x 3 n 1/4- MAX. 1 4° MAX. INTERIOR FRAME 'MOTH INTERIOR FRAME WIDTH � a a o a. 4° o. a ° a. $ aSHIMS SHIMS a {� C� • •d ••Q 4.A •,d •e 'Qd . a4. . N �✓� EF U • fi S4 �� E2 ET E16 E11 Q Ell t 2 o ED - El o O - ------ as D II Q FLAT HEAD WITH BUSHING REQUIRED ° _ _ _ _ _ ? Z t Y9 I I I I 0 AT HEAD ABOVE FIXED LITE ONLY II II ,I ON ALL STRUCTURE TYPES. 'o I R t t v w it ,1 II oO • � ••• _ 9999•• • i-' • EXTERIOR o .•• • 960.:6 i' ,1 iI • O • • 66669 II II II TYPICAL ANCHORS TYPICAL ANCHORS i 0 WQ'0 9•• I i I I OR SPACING FOR SPACING • �' FF-�•••�E SEE ELEV. SEE ••6••• 6 •666• rl I I O �I 11 II O Gj- g : ��ti6 M •69..• 3 0 ?© i z 9.9696 9 9 a - o_ 6 0. Z Z • • r i t e I MIAMI–DADE COUNTY • 9R 5 • •9 9 6 6• r r t r APPROVED CLIPPED MULLION t7 • , • • i �I Ir & MULLION ANCHORS r I , SEE SEPARATE NOA INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH C-� rl rt I W A II it 1 I � cc ce E42 rl rr tt I I – --_=– I V Wa Id9 it +t ip _ _ I i ami W3 rl tl 0 9 1 l u a 1 r1 it _ — — — — — p D i E2 W2 E19 , --! FLUSH FRAMES ------1 f 1 TYPICAL ANCHORS me –" ZJ L—( SEE ELEV. FOR SPACING En9r. JAVAA AHMAa CML ro W1 Approved as complying wilh thy n t 4e a' ° FCA t+I 338 PE 70582 Florid Bit ding Code a a 4 a. 4lale ;W �_10 I q ii is iS iYUA& a° ' v` u .4 " ; a . a a 10 oral llade?roducl ro e 4 d. I e " 2i1 � It Iiy` 1 drawing no. a 'a TYPICAL ANCHORS SEE ELEV. -42 ;, FOR SPACING sheet 7 of 11 TYPICAL ANCHORS SEE ELEV. v Al FOR SPACING z ilk 80 M TYPICAL ANCHORS: FIN FRAMES: SEE ELEV. FOR SPACING #8 SMSIMOD SCREWS (GRADE 2 CRS) a U INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Ets 1--1/4" MIN. PENETRATION INTO WOOD 190 Eta 3/4" MIN. EDGE DISTANCE 8 Et7 CYm AZ t o 0 0 IL K 4 � '1 �] 1/4- MAX. INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 1/4" MAX. Q 14 SHIM GAP SHIM GAP 3/4° MIN. 3/4° MIN. Ile r l 11I t ES Ell rn �I It If I II 't 06t�i t l 1 I � • M) {! rI ❑- P� ❑ : ••� 6006•• • O0 1 II t1 O - - - _ • � � •060 •6.66• o IItI tItItt II.II1 a I DTE •• Y 60• :DI pw :6.66 i 4 C, F5660 w o V1i0.... • •• Qqd F- i•�W 0 0660:6 i O x _____-_ • N M • O G li •0 6V� I' t It r _ - - __ - • Z Z in .0606. iL I I M 09 "a 0 a I Ir tf Y9 3 EXTERIOR in Q tl If I t t l t i TYPICAL ANCHORS TYPICAL ANCHORS �7 I r It SEE ELEV. SEE ELEV. t t l I t FOR SPACING FOR SPACING II it Ir W _ fI II If I I tl c Et2 II 0 t1 f14 I r f l 'I E10 14 I 14 oil , 41 1 I E15 E13 1!4 c m B2 o a a E18 _ m c t9 FIN FRAME _M = id8 Engr. JP.VA9 AHMAO, CIV1�' Approved as complying with the o FLA PE / 70592 C.A.N. 3538 Florida u i ode � Date � .: r o N i blismi Dade Prod>let%Cantot . v r N AN drawing no. t TYPICAL ANCHORS W13-42 SEE ELEV. FOR SPACING sheet $ a# i I U CODE PART No. DESCRIPTION MATERIAL MANIIF. REMARKS � E1 CGI-1009 EQUAL LEG FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. _-- E2 CGI-1002 EQUAL LEG FRAME JAMB / SILL PVC DECEUNINCK NORTH AMERICA LLC. 0 J £3 CGI-1016 FLANGE FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. E4 CGI-1015 FLANGE FRAME JAMB / SILL PVC DECEUNINCK NORTH AMERICA LLC. `oo E5 CGI-1021 FIN FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. 0 £6 CGI-1020 FIN FRAME JAMB / SILL - PVC DECEUNINCK NORTH AMERICA LLC. 0v E7 CGI-1003 SCREW COVER PVC DECEUNINCK NORTH AMERICA LLC. d Q E8 CGI-1004 FIXED MEETING STILE PVC DECEUNINCK NORTH AMERICA LLC. E9 CGI-1005 LOCK STILE - PVC DECEUNINCK NORTH AMERICA LLC. Q E1O CGi-1010 TOP / BOTTOM RAIL _ PVC DECEUNINCK NORTH AMERICA LLC. g g E11 CGI-1007 JAMB STILE PVC - DECEUNINCK NORTH AMERICA LLC. 0Q E12 CGI-1008 tG GLAZING BEAD - PVC DECEUNINCK NORTH AMERICA LLC. t0 p E13 CGI-1025 7/16° MONOLITHIC GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. WE 6gggs' E14 CGI-802 FIXED MTG. STILE REINFORCEMENT 6005A-TS CGI EXTRUDER O 1f,� E15 CGI-807 LOCK STILE REINFORCEMENT 6005A-T5 CGI EXTRUDER _ •Qj W E16 CGI-800 TOP/BTOOM RAIL & JAMB STILE REINFORCEMENT 6005A-T5 CGI EXTRUDER E17 CGI-803 HEAD TRACK 6005A-T5 CGI EXTRUDER �J ^ E18 CGI-1026 FRAME REINFORCEMENT SMALL 6005A-TS - CGI EXTRUDER 6" LONG AT MTG. STILE LOCATION E19 CGI-1027 FRAME REINFORCEMENT LARGE 6005A-T5_ CGI EXTRUDER 6" LONG AT MTG. STILE LOCATION • To - _�_�_--- --- • ••so6666•• M1 SCS 1200 GLAZING SILICONE (1/2" X 3/16- BEAD) SILICONE GENERAL ELECTRIC 46 'no 6040:6 M2 DOW 995 GLAZING SILICONE (1/2- X 3/16- BEAD) SILICONE DOW CORNING • • 00 W `6' • • •••0•• M3 DOW 899 GLAZING SILICONE (1/2" X 3/16- BEAD) SILICONE DOW CORNING • 0 • • • M4 70-10001 ROLLER ~� NYLON/SS- �^- SULLIVAN OR E_QUIV -'M 0� (A 00 ••••• M6 70-10044 SWEEP LOCK - CGI CUSTOM ^ ATTACHED WITH (2) 6 X 3/4" FH SMS •� ,f.•$ •••••0 M7 70-10045 KEEPER -- _ • N n +n 0• CGI CUSTOM ATTACHED WITH (2) #6 X 3/4" FH SMS • a') `? M8 146-1A WEEP HOLE COVERS _ PVC - CGI-CUSTOM -- • p �0 e 0 •••66• • ZL 0 M9 W43291 NYJ .187 x .290 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB � -�^---- • t+- , '"` ••••• � • • M10 SETTING BLOCK, 2 PER LITE _—� EPDM - OUROMETER 8515 In • M11 PROTECTO WRAP WATERPROOFING OR EQUIV. AT FIN FRAME U O M12 W2315NW .187 x .150 WEATHERSTRIP PILE Yl/ CENTER FIN WOOL ULTRAFAB M13 W23221 NG - A87 x .220 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB M14 71-10047 ANCHOR BUSHING NYLON CGI-CUSTOM REOD. WITH FLAT HEAD ANCHORS AT FIX. LTTE ONLY S3 µ #8 X 3- TRUSS HEAD SMS - MEETING RAIL ATFACHEMENT 4 PER MTG RAIL S4 #8 X 1/2- PAN HEAD SMS - HEAD TRACK__. S5 #6 X 3/4- FLAT HEAD SMS SWEEP LOCK/KEEPER a WHITE PVC EXTRUSIONS TO BE LABELED WITH HAMA EXTRUDER CODE, a EXTRUDER NAME, CITY. STATE AND `MDCA'. c 1Q-0 a� ': o CoQ c + M Engr. JAVAD A14MAD 1 t o LML Approved as complying 171111 Me RA. PE 19 70592 Florida Holilk COSI o C.A.N. 3538 ()ate (f W/ NOAH[ AflandDade?eoductC a o v drawing no. s W13-42 sheet 9 of 11 3.824 -3.250- 1.500 1.030 t147.060 0 � .125 Z630 iI 1.125 1.750 705 1. 1.442 2.087 111JJJ 2.639 0 � � � � 1.110 U p p 2.639 2.089 .070 � E16 _ 4 0 632 .060 Ela VENT TOP/BOTTOM RAIL TOPJAMB�STILE OM �REINFORCING IL ING E17 HEAD TRACK a h a 1.904 1 r- r3 3.824 3.250 1.500-�j 685 0 L 4 E3 FLANGE FRAME HEAD E4 FLANGE FRAME JAMB/SILL �o a7a 242- .060 .0 .596 4L iw 1.500 1.715 0 3.;y5 � Z 3.824 .d z 3.254 L -� 1.110 W 060 Otl .156 U 875 E15 .634 O E18 FRAME REINF. SMALL H 1.587 2 s39 LOCK STILE LOCK STILE REINFORCING 4> f • 2.639 • } ••••� f.I i `�t • •.t • LJH t f.150.632I 2.250 1.175 o i ••.•i �--- .O w 1.904 a50 �r~�� .9a7 .060 � ••••• 3.824 -3.250---] 1.721 1.500 1.080 1 '91a �� _ • • ••i.• E1 F2 2� Ef9 FRAME REINF. LARGE + t-M � •� Q FLUSH FRAME HEAD O FLUSH FRAME JAMB/SILL L-1.598-1 070 LO s � •6•l 01.3983.250 Z E•a �•••• 3.824 O i in, E8 FIXED STILE 14 FIXED STILE REINFORCING O C' 1.625 .630 060 1.750 2.639 1.589 e 1.587 .070 c 2.639 A60 O 0o 2.709 - 1.625 v� 632 1.500 m 1.904 Q O 3.$24 3.250 1.125 d o n E5 Q FIN FRAME HEAD E6 Et f O FIN FRAME JAMB/SILL Q JAMB STILE .758 M .230 Engr. JAVAD AHMAD k o 661 .050 mN Appirovvd as comptyttag with tk � � O50 ffA PE 70592 plorid tt11 Cotte ^C (% CAN. 538 tate 322 .866 t/ 628 .625 .035 .861 NWA -I ,�i �O 611819 Gude?eatluet Coa4Yo! 498tiy', drawing no. tai Wl3-42 O SCREW COVER f3 GLAZING BEAD (LAM. GLASS) E12 GLAZING BEAD (INSUL. LAM. GLASS) sheet 14 of 11 U Of K) 1 a W MITERED YIELDED CORNERS VV a ems[ 0 IL MITERED YIELDED Q CORNERS W 0 D � N N FRAME TOP CORNER •.w 0.00•• 3 . 3 • FLANGE FRAMES SHOWN • • •••6• FLUSH & FIN FRAMES SIMILAR �• Li '� • • O 000.0 p •• 00.•6 as . w VENT TOP f BOTTOM CORNER • � . 00. sv7 U-)�'� 000000 • •� $�p 0066L a b 07 z :... o � .gn •w • 6' p .1:0: i O C9 p • MITERED YIELDED CORNERS o ga ga 0 v c: 0 � m m � MITERED WELDED CORNERS cmc Oll C < M Erigr: JAVAD AHMAO CML approval as compl*g vrlth ihr FL& PE 0 70592 I%rwa tFl Cods o CAN. 338 Date .� � FIXED STILE TOP/BOTTOM CORNER 40 FLANGE FRAMES SHOWN � ��a� vet ul FRr ME BOTTOM CORNER FLUSH & FIN FRAMES SIMILAR "�`� ' X3',1' _> FLANGE FRAMES SHOWN �� � - ��x droviin no. W13 42 FLUSH & AN FRAMES SIMILAR R sheet 11 of 11