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HomeMy WebLinkAboutPLANSDAYLJTE OPENINGS: O.L.O. HEIGHT - PANEL HEIGHT - 8.875" D.L.O. WIDTH PANE PANEL HEIGHT = DOOR HEIGHT - 2' DOORS ANIONS UP TO 30 FT. OF GRADE. FOR INSTALLATIONS ABOVE 130 FT. OF SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS/REINF, USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADSREQUIRED:I LOWER DESIGN PRESSURES FROM GLASS OR. ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (SEA EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRIME ZONE (HONZ). 1BY OR 2SY WOOD BUCKS & BUCK FASTENERS BTI OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFE APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTPM, SPAC AS SHOWN ON METALS AND INSTATED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WA L DRESSING OR STUCCO.' A LOAD DURATION INCREASE IS USED IN DESIGN 0� ANCHORS ISO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-MEYA_UC AHq NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME ISO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAL MEET THE k REQUIREMENTS OF THE 2014/2017 FLORIDA BLDOICODE & ADOPTED STANDARDS. E THIS PRODUCT APPROVAL IS GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SEE SPECIFIC PROJECT, i.e. LIFE SAFETY OPIITHIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SING PROUNO OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 11 216' (SEE CHART FOR WIDER DOORS WITH SHORTER DOOR S.) DOOR FRAME WIDTH 23 13/16' 3 3/4- MAX. TYP. MAB, 3. HEAD/SILL 3' MA%. ,q TYp, AT 6RLE HEAD ANCHORS 4 OR 6 AT INTERLOCK/ASTRAGA1 ENDS SEE SHEET 3 FOR GPACTIY NFAD/SILL CORNERS `` ENDS ' I I I I � II r I L REINFORCING 3 OPIIONPL II SEE CHARTS ON I SHEET 2 I 1 I � II II II • a II it I II O X n X 6 I i i. . n ALB 3/4' ALB 3/4' _ , 31 3• 55' D.L OM. PANEL WIDTH 55' .PANEL WIDTH SILL ANCHORS 4 OR 6 ENDS AT ISHEEl' FRODDCf IUDW D Pl YIeE MNi N4 F1a.Y. SEESHEEP 3 FOR CAPACEN I/ R CAPACITY leeK ceeA.gN..Noa.FimYe Lcs.--c HARL FOR WIDER PANELS WRH SHORTER XEIGS J An 1` Prvlan Ceetwl TYPICAI FI EVATION TESTED UNIT -BgB3B EGRESS REQUIREMENTS TO BE RENEWED BY Mi. o g 1 ALL DOD ,. R INSTALLATIONS MUST BE IN ACCORDANCE WEH EGS INSTALLATION INSTRUCTIONS. ALL SEALANTS TO BE TREMCO SPECTREM 2. FRAME WIDDTHH WIDTH FRAME WIDTH �FRME El L 0 1 '1 Ellm 11111 Ox(SHOWN) O%O (SHOWN) OXXO(SHOWN) %O CEC 0'7 C �PPI . w<) / \/ ( \ ) § 0!;|§ /§/§m §;§# 01 )r El_ .\�' \; � «■ ( ` ! • /� | f| { \ ) VM DOOR ® �- 3133 {��� / - ?PARK.3300, } k ANCHOR M CMI PANEL 810TH NOIN01 rtxx¢ Je 39-1/4 48 50 54 56 60 24 3 J6 39-1/4 42 48 50 5{ 56 60 24 30 ]e ]9-1/4 42 48 50 54 Sb so 24 30 -mummlim0 39-1/4 42 4e 50 56 58 60 24 30 36 39-1/4 42 48 SD 54 56 6o ANCHDF IDAD WACIW - PSP MIDIOR 11'PES 'A' 6 C I11M. IT M. . AT M. pµcL ygca WR srw Dm9 i SDu Di4S ND1W9L, xEGtrt FkT, + ) Exr. (+) wtx[s YKnFb INL (-) IM. -r2{ 24 I]o0 1]0.0Y 50000 197.61M.0 30 I30.0 130.0 38 125.T 130.0 39-1/4 117.2 130.0 42 111.2 IJ0.0 Ie 11f 100.5 130.0 50 914 14130.0 sr az4 9z4 1w.0 58 90.2 902 12z9 DO 88.2 86.] 122.] 24 I30.130.0 130.o 30 130.0.0 130.0o.o l30.o J6 118.3 118.3 IM0 39-1/4 1102 1102 130.0 42 120 104.5 104.5 130.0- 4B 94.3 94.3 OU.O 50 91.4 91.4 130.0 54 86.5 86.5 121.J ANCHOR TYPES A, B, C APPLICABLE AT HEAD 1 ANCHOR TYPE B APPLICABLE AT SILL TYPICAL ANCHORS SEE E .. FOR SPACING Ir - - AT HEAP TYPE 'A'- 1 /4° DIA DLTRd .QN BY 'EI D' Fu- ( 1]] K51, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD U K C1- / MRO CONCRETJO TYPE 'B'- 1/4' DIA. ULTRACON By 'ELCO' (Fu-1]] KSI, Fy-155 KSD DIRECTLY INTO CONCRETEf2 1-3/4' MIN. EMBED I TYPE 'C'- 1/4' DIA SELF DRILLING SCREWS (GRADE 5 ORS) I INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EMEND BEYOND METAL THICKNESS I ALUMINUM: 1/8° THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (AEEL IN CONTACT W ALUMINUM TO BE PLATED OR PANTED) - - ' - ' - ' - ' - - . - . - - - -AT S[LL - TYPE B' 1/4' DIA ULTRACON BY 'FLCO' (Fu-1T] KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 1-3/4 MIN. EMBED I L. - . - . - . - . - ... - _ _ _ - -AT JAMBS- ' - - - - - - � r i TYPE 'A'- 1/4' CIA— ULTRACON BY 'FICO (Fu-1]] KSI, Fy-155 KM) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 1-1/2' MIN. PENETRATION INTO WOOD I RU 1BY BUCKS INTO CONC. OR BLOCKS I t/ °MIN CONC OR BLOCKS I TYPE 'B'- 1/4' DIA, ULTRACON RY 'ELCO' (Fu-177 KST, Fy-155 M) I DIRECTLY INTO CONIC. OR FILLED BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE I 1-1/4' MIN. EMBED INTO BLOCKS TYPE 'C'- 414 SMS OR SET F DRII I ING SCREWC (ORAOE 5 ORS) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EMEND BEMNO METAL THICKNESS ALUMINUM: 1/8' THK. MIN, (6063-T5 MIN.) STEEL 1/8' THK. MIN. (Fy 36 KSI MIN.) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) L --'-.-'-.-.-.- -.- -,J ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2' MIN.A INTO WOOD STRUCTURE - 1' MIN. INTO METPL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SC - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. I80DUC1 REV16PD m 44rP4SNHIDIYRtiKh luedio4CMe Ae¢yl4ue N9 2 21 T4pIntW La1` ll i� eI q ESL. lM+ n� ���' rolun almN CEC O r 2O!� 11Nt1IIIr11 - d )p'?' E143E'';'o '� t - : YT ❑ A OF - D Ib111❑ sA �� S � IDAD C 1cm - PSP lYPFS 'A' 'B' L: 'C' DOOR xDOHf wl¢ 6 "mom @ M. Sf08 arms 1 mus IT M. 6IDE DRDS B INN069 1i Yfc.i 01:j Z °-' 0� () 0 09a1 0 8 b 2 Q�N LL x e= dE t 0 $1 @ C( OCT. (+) IM. - EEO. (+) DR. - FM. (r) IM. - B1 180.0 160.0 160.0 180.0 160.0 I60.0 160.0 160.0 160.0 160.0 160.0 IwB 149.5 119.5 1{9.5 1]0.0 130.0 130.0 130.D 130.0 130.0 130.0 130.0 t30.a 125w t25.4 125.4 I17.0 11T.0 I17.0 90 160. IsO.D teo.0 16D.a 1w.o I60.o 160.0 I60A I60.0 O 8 OOJ J O $ S i m m O i0 BE n a¢ 3 3 y p N 10 m g W d �. 157.2 157.2 IM0 119.5 u93 149+5 130.0 130.D 130.0 130.0 130.D U0.0 12].] M.7 1J0.0 115.1 12Sd 125.1 117.0 117.0 1 117.0 9e 160.0 1fi0.0 160M 160A 180.0 100.0 1"- fu.T fs0.o I4f.9 tw.9 160.a 130.0 130.0 130.0 125.7 125.7 130.0 in3 122.3 130.0 116.6 130.0 lu.t 114.1 141 125.4 y C 4 R N a D 8 0 y C o a g g g p8 E^ y SF C R g s 109.7 109.7 1180 102 1300 IM.0 130.0 730.0 130.0 130.a 120.0 -1 . 120.0 u". 130.0 12]J 12]J 130.0 1150 116.0 130.0 uze 1128 130.0 10T.2 10]2 104.8 104.8- 125A !IUSA 5_o$=asr i S 100.5 100.5 117.0 10B 1 130.0 I30.0 130.0 1.a 30 1w00 _ IW0 d o - : g 4i IWO ll0.0 f.0 3o 125.2 125.2 130.0 II8.9 Ilea 130.0 1077 toz] 1]0.0 104.7 ID4.7 130.0 99.3 993 130.0 96.9 96.9 125.4 crowing no. W04-80 eze Sze n zo ail sheet 5 of 8 0 (ED �4 SiST. .. b' ... � a •d i IN PARS RIV ENDS 2 q Q b �FF h L S u OOU a9� 0o Q600s ztl , �� o IS M v JQ ri1My z Z��LL 7 O Mai W R ZNYY � rcNa� W W Sm IN PARS 9 z 3 Y —was Nt[IDUCE REVI6PD —ASNEEi ] FOR QUNNITlYMI N n m.°.. mmPWetwiW O°FLY[ AT NlERLOCN/ASTRAGLL FNOS W � w Ae�uplv�OeN �� MI O. EvPlntW llty17114liq q LS I. SEALANT• g 6 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ^ WHJTE/ALUMINUM COLORED SILICONE. B 6 R Wz SHEET 2 MA MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED m fi 6 ]] SILL u1MAnONS WITH EXPANDING URETHANE FOAM. o g ¢ ¢ 5 I 4939 ALL INSTALLATION ANCHOR HEADS TO BE SEALED 33W & EXPOSED ANCHORS TO BE CAPPED WITH ALUM. z R _1^ I BUTTON COVERS. B G zs 3I� iYF,EPHOLES: b o o ry YI WI - 3/16'H X 3/4'W WEEP SLOTS DEC 0 7 2017 lLI1111N z AT QUARTER POINTS OF EACH PANEL ��IJpD,A i4�(fy, W2 - 3/8" WEEP HOLE AT 6' FROM ENDS �`� •'• 6N �?Q ad POURED n HARDENED AND CENTER OF EACH RAIL C 92 ONCRgf ° HIGH UP= GROUT jo yp i^� pSY 1'c 5000 ni MIN. •T} 8 i 8 V' (NON MITML ) WOOD BUCKS NOT BY EGS INTL.. MUST SUSTAIN = 1 wOH DING AGENT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER HORS IN PARS NOT BY EGS OiiL Q OF tltGwinS 0. OR SPAGNc MUST iRAlYS u1REAR THEM TO THE BUILDING STRUCTURE. AI R10!'; �j��` W04-80 K/ro6TPAGA. ENDS R QUANTITY LA ' AS:p�DAIAI .�.AN`` 9 L" MUMI-DADE APPROVED MULLION Y MUWON FNCHOHS SF£ SEPARATE NM r �J i r. 9 )0 $ loa4a�V•I1111o� $1 0 Z/I-LI A 2 z SHLI/ NYIW3n.%�i S f I it '. —0M08 •ou 601Map :IO•; d0 � {7I11r o , •�I� .. ___________________ _-TnOHdO SN33tl05 u i7 `•• 11 ZL Ira- p V/IIIIIII1111% L_H_ L_h_J CI rS Zi u�07 - 11 II i1P.•<j .. 41 $ §aa 5555 ay optp bct+l->iiTz-r/>a••N..w.a ; "7 aq A8 ' Y ° IZ-fi� �1-41 °y�9uiMli r �M2,0 � � gI B 6t Ct BC Sf nINS '%tln ,h/I MMHf/I WINS :) . O '0'0 .L/I-LI A SSN3tlJam n0 13 ONIOYdS tlOd StlNd NI 41011IN 'All3 335 MIdU INI 'A;13 2 W 0 ^mld l/1 NIddYOS1;5 SH SNOXONY NJldll ONJYdS SNVd NI tlOd MCHJNY 335 MIdLL W.Z I %LI m m f MQW 3NVw tlW0 t ro A y � iI0IY33SX3 Z 133H5 NO SltlYlq HIOMI MWd (SM3iIJS B 10 T'I01) = p x W o N3d SY SNONo,lmu 3M Z Mm NO SIIMIO W.Eafn 1Y (1) 'YO .ZA-Li. A and 9Y DicowjNOtl 350 'J'0 00 '� Z SONS now .9 O ON3 HJV3 1Y (Z) SK�115 CdO 1+mI U uA i -----------------------TNOHdO SN33tlJ5 N FN1 II � INS HAILE' e e N NI II II N� A C n 1�J1 p S ,L -CZ II 11�11 II II N gNl.0 `S II II �o'�PO ii ii 1% ae O O'2O2 WC �I V N_ _u-pill n m O B B f Bf 9f 01 LMWd LZ Jo do Otl/- a C O ltl CHM .9/9 Z O .. '0d0 l'0 1[ WIH$ o SUNS O Sn5 W .Y/L-1 % Zl/ NIDIM t3NYd 21 A C� `J A� Sam.9 O Sn5 W .L % Ol/ 99Y WOOD BUCK OR \ WOOD 7YCAu I � O i1 O 1 tl1111114i ���Q �p ✓9G � C7 +. J_ iQe y��4� o a 41 O nE escn on AWK Mn M 130 &A SIIDMG CJA4 DM AL-FAROOQ CORPORATION £ 'P .� t)z•_r tv�..+t Em.�wtz mommzota .s xkV. rq pml, wuu[ins EGS INTERNATIONAL, LA ENGINEERS a PRODUcr DEVbiOpM 9390SUNSUDRNE,SIIRE I er. Br. taro 9 m.u.+t u9atmo m zDtt sac 3133 S.W. 25TH STREET .0 , E RlDq 173 (ce.N. 3533) x Iz.o:.t sD. 9m 9C9 muuDuls PEMBROKE PARK, FL 33009 ld(3D'+199{ . RDc(3obl zeaas79 O P mk by, n.zdn wvram m ion iac 1EL (95) 904-101 EA% (95) 961-15JJ TOP RAIL FRAME HEAD .514 4- MOVING BOTTOM RAIL 5 FIXED BOi T�-1.250 t.D99 J— .t 9 .189J �5 .199 1.505 IA41-d 40. SHEAR CLIP 41 SHEAR CLIP S.M.I. - SMALL MISSILE IMPACT GLASS FIXED STILE MINOR INTERLOCK LOCKING STILE I `9) MAJOR (SEE WATER RATING SHEET 2) 509 u _1 .434 FRAME JAMB W/O POCKET STILE ADAPTER &481 O O 0 FRAME SILL 8 FRAME SILL 5� 255 F is" 5524 055 JAMB COVER 094 _r .4J4 2.014 Fn O'OR SWEEP Emwing no. WO4-80 PANEL CORNER 1 2J 2 Tt611 NO, PKRT NWDER gUANTITY D63CRMNON 1 EG$-551 1 E E REV 2 EGS-500 1 PANHE SILL (J�1 7A EGS-501 i PRAME SOL (]-3 28 OS-552 1 P E SILL (4-1 2C EGS-580 1 FRAME SILL (2-1 3 2 FRAME JAMB W/O 3A MS-5 MS-S53 S] 2 ALT. FRAME JAMB ♦ MS-573 I/MW. PANEL RPANG BOIL RM 5 M-572 1/FIX. Fmm POIEO W .. WJI EGS-561 AS MOD. I SIRE ADAPTER EGS-566 /5 MO. DOOR 51vEEP M-570 AS REOO. JAMS CCM EGS-72 AS REOD. 9/I6' GLADNO GASKET TX11429E 2/ IRE SEMNC BLOCKS, 4' LONG. 0 10' FROM EACH END 045/7527-5011-4 AS REOD. PNSEPL WOOLPIIE AT HORII. PALS T-2636G AS REOD. POLYBOND ❑NSEAL AT NOV. BOPW RNL 045/7637-6011-6 AS RE00. FINSEAL WOCWILE AT RK. BOTTOM RAIL 045/7420-6011-2 p5 REM. RNSEAL WOOfPRE AT V . SOLES k SWEEP /0 X 3/4- 2/ CORNER FRAME ASSEMBLY SCREWS #12 % 1' 2/ CORNER PANEL ASSEMBLY SCRFNS - 2/ PANEL PANEL ROLLER AS.SELSIY - 1/ NW. PANEL KUN CHNRIEL, MM WIOM OF PANEL (BOAT Ono - AS REOD. INTERLOCK REINFORCEMENT - AS MOD, RX PANEL CUP (AT PRAME HEAD/SILL) - AS BEEN RUBBER BOWER -09 OR W=8-fdw I TR 1 u PILL MS1847-09 1 DEAD LOCK, MOUNTED W/ (2) 08 X 1/4' PH SCRE 4601-05 1 ST M MOUATFO W/ (2) /6 % 1' PH SCRCNS M Pu= 2 OR W5208-PPW 1 WNW TRIMSET PULL T02 1 MON COVER EGS-5B4 AS RE00. SHEAR CUP AT CWSTERS ONLY E45-SB♦ AS REED. SHEAR CUP AT CWSTEXS ONLY I tl 780� L. a4P ,730 051 330 y —(—t380 524 HARDNESS 8S SHORE A TENSILE STRENGAMN M (BEAK PSI 10p - 32M FLONGM N AT BREAK U - DFIIN 1FAR SPC - .45 SPECIFlC CRANKY = 1.15 GRAM GLAZING GASKET i� SCALE 111 31 MOV. PANEL REINF. 31ATERM MANE./SIIPPIIERIR®IARR3 `% S-T5/6103-TS Z5-T5/6105-T5 S- S/6105-TS 5-T5/8105-T55-T5/6105-MS-T5/6105-T5}T5/61Nr P-Omm 5-T5/6105-TSN5-T5/5105-T5 �: gdM S-TS/610}T5 dZ0g+ py 5-TS/5105-T5 - d 0 G 5-75/6105-75 - s-T5/6105-T5 5-15/BIOS-TS - ; a e l-T5/6105-T5 AT tt1P OF mm PMIEL /I I-T5/5105-M OPTIONAL SOFT PVC IFAlIP1ASTC5 (BVC ING) LPDM TREMCO Q r� NHESBURY 8 j - ULTPAPAB (,RBOH % .360 BASE) m - MESDURY - ANESBURY qq J O '^ ST. S1 PH SMS F ri n K SL STEEL TH ENS J 0 � LL V. S1EE11 1-11/18' am WHEELS 6D8}13 - R Z N Y¢ Z STEEL 1 1/2' % 3' % 11 GA � K N LL6 � ALUNINUN 2 X 3% 1/8' % 1-7/6' LONG 3 Y m - 1/2' X 1/2' S0. % 3/18' HIGH _ N K M OR MS (PN) ADAMS-RITE OR ASI6AND W IM m v W. SIEFL ADAALS- U M3 ,,J1 W SL STEEL M S-RRE n C_ C M OR BRASt RD AAWS-ARE OR MHWD Sf/ST HYGRADE -T5/BIOS-T5 - -TS/610}TS - rrtGnuccnt4Tm 0-PIAYRwftrdA6 �P N I -IZI A PI.w.R o.m y ar ud. N4MP EEC 0 7 2017 a •�C drawing nD. 3`�� W04-80 �1LE COPY MIAMI•DADE Y DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION RECI NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 APR 13 2018 ST. Lucie j 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 AHD (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, modifyi 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. MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 C4786)15-2590 F (786) 315-2599 DESCRIPTION: Series "SH-5500" PVC Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NDSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTIOlI-_-A copyoffUis--e-nfife NOA shall-be-Trovided�fo�he-user by-thc-manufacturer or - distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 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. 17-0630.05 M" A► WAM COUNTY Expiration Date: July 30, 2020 i l / Ztil� Approval Date: November 30, 2017 I Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519. 05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXT"`I spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. 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 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. Manuellrere74P.F. Product ControWx. finer NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 t j PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coxrnvuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTMCATIONS (corrrm-uED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04118. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 61 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal. issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0519.05) 4. ProposaI No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.03) - 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and firing on 07/30/20. Mao ere P.E. Product Con rot E miner NOA No. -0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS LAROE&SMALL MISSILE IMPACT RESISTANT ANCHORAGE EXAMPLEFOR �2&1/B'MA%. O.C. AXbANCHORAGE EXAMPLE PADIUSTOP 5/'MPX. BUCK WIDTH MAX. D.C.O.FOR ARCH -TOP HEADEERRR(� 1FRAME�SEAM III- HEADER (SIM.FOltALL tY MAX / / - WINDOW TYPf9) j/ B. SEE �, MAX O.C. ,(( \% NNDOW TYPES) SHEETS l 10" MAX FROM 52-1/8' MAX. BUCK WIDTH II ,.III HEETS I— 1-1/4' A, SEE —f'I it MAX, / FRAME SEAM D. SEE ,_I .� r 0SEES j1 12'MA% SHEETS FIXEO VISIBLE r SHEETS LIGHT WIDTH —/- SHEET4� 0. SEE B, 6EE 30-MAX.O.C, f 1 1T MAX SHEET 3--�1"-12' MAK C. SEE �" T SHEET 3T I,j RXED -_ SHEET 4+ 1� EQUALLY ED VISIBLE —r A, 9EE�' -- 12•MAX j EOUMLYI 1]II]l8.'MA%. O.C. ANCHORS PER LIGHT 11-0/S'MA%O.C. SHEETS / N1 SPADEDI))II / ILA TABLES&11 G / HEIGHT J_ EOVALLY� / 1]-]IB'MpX.O.G / ANCH SPACED 61.18' SPACED - TABLES&11II MAX. ANCHORS PER SUCK 0 gy. BUCK TAILESSII 6W - HEIGHT MAX -r HEIGHT _ r BUCK MAX O.C. _— 1PMAX.O.C. BUCK AS SHOWN - HEIGHT X 4 x I 4 HEIGHT X 4 (91.TB' { / 133/4-MAX 0.G I _ .l MAX) EQUALLY 3.3W MA%. O.C. EQUALLY 1I SASH 193/4'WO(. O.C. EQUALLY T SPACEDSPACEDSPACED) VISIBLE _L SPACED L--- - T SEE } y ANCHORS pEgL ` J ANCHORSPER I1)` LIGHT ANCHORS PER / �� $HEEf3 JJ / I TA6LE5411 / A TAMES / HEIGHT A f TABLES&11--- 1 A 888 in- MAX to-MrIII e--1I1rr MAX NO ANCHORS AT9LL \,. NOANCHORSATSILLnOTCH DUALS, 54NMAXBUCKWIDTH -�I NOTCH DELALLB, NOTCH DETA63, B (C\1 SEESILL WEER B, J SASH RSIBLE SEESILL WEEP B f D, 1-1/4' �-{ SEESILLWEEP- 54'MAXBUCKWIDTH SHEETS A0.9, LIGHT WIDTH SHEETS SHEETS SHEE74 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEVPROMEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN ) THIS PRODUCT HAS BEEN I) SHUTTERS ARE NOT REOL )FORMASONRYAPPUGATI STM CSD CONCRETE MAGO .)ALLWOOD BUCKS LESS T DEPICTED AS 2X ARE 1-1n' AND INSTALLATION IS THE B. POSITIVE DESIGN LOADS BASED ON WATER C. DESIGN LOADS ARE BARED ON ALLOWABLE I THE ANCHORAGE METHODS SHOWN HAVE BE USED IN THE DESIGN OF THIS PRODUCT. THE DISSIMILAR MATERIALS SHALL MEET THE REO A METAL SUBSTRATE TO MEET MIN. STRENGTH 1UNGWINDOW TV HEIGHT SEE TABLES&I I (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) IIREMENTS OF THE FLORIDABUILOING CODE, INCWDINGTHE HIGH VELOCITY HURRIGVIEZONE(HVHZ) GENERAL NOTES ................................................ 1 JS. FOR INSULATED GLASSINSTAILATIONSABOVE 3V INTHE HVHZ,THE OUTBOARD LIM(GAP) MUSTTEMPERED. ELEVATIONS.........................................................I DE COUNTYAPPROVED MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERNFINE, FRAME. GIASS&MCHOR OPTIONS.................2 ;HORTYPE. INSTALLATION, FLANGE & EQUAL LEGMOX..... 3 'ALLATIONS.1X=00 SUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN &JCHANNEL...4 QED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLAZINGDETAILS................................................5 HRECT OF RECORD. (AOR). DESIGN PRESSURES .......................................... 6-7 VO OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS ANCHOROUANTITIES...................................... -. 8A0 ESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES....................................... 11 RODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRPNSFERRING APPLIED LOADS. ASSEMBLY & PARTS LIST ................................... 12.13 GLASS PER ASTM E1300. `^"----" ---- - L&CYCLETESTINO AND GLASS PERASTM E1300. •201] FLORIOA BUILDING CODE (FBC), UH EDITION WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-VG% STRESS INCREABEHIS NOT BEEN •A5TME1300 U VAS USED FOR THE EVALUATION OFMICHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WNH OTHER •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION IVILOING CODE FOR CORROSION RESISTANCE. •MIIMINUM DESIGN MlWV]LL,ADTh201E PROWCTREVIS® ITS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. •A", S10D12 m PIyiBInW ON: FEfMc O CRETEFLEX NON ELCO AGGRE-0 TOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEAIGMTER B�iMiog Cock ICATIONFORWOODCONSTRUCTION,ANSVAF&PANDS& ALUMINUM M •MSC 36410 AarNen/Q• 0.0 RevbM' 11)APPLICABLE EGRESS REQUIREMENTSTO BERENEWEDBYBUILDINGOIPIGIAI- USER INSTRUCTIONS:v��i4SF•'�!Q'(I% 1) DETERMINE THE SUE SPECIFIC. WINDOW OPENING'S ESIGNPRESSURE REQUIREMENT FROM ASCE). 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TA BLES20R3ACCORDINGTOTHEINST&LL nON CONDITIONS. 3) KNOWING YOUR GLAZING OPTION(TABLE I), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES LB. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THEWINDOW OPENING OBTAINED IN STEP I. �� 4) DETERMINE THE ANCHOR OUANTITY FROM TABLES 9-11. VERIFYTHEMICHORISUBSTRATE WILLMEETREQUIREMENTSFOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3. AND THAT ALL MIN. REQUIREMENTS FROMTHIS SHEET-SETAREMET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLAON OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. II NOTEAESIGN PRESSURERAT—MIERMINATIONISTH SAME PROCESS FORALLFRAMETYPES(J-GHANNEL,FVNJGE, INTEGRALENOREOUALLEGROX), ��` YLYN I" •.Y t1� NO. SBT05 t - C * � q �` 6 IT �O'. S TE !�. �A'• A(OR1ON.. ��� y�ss�-......... r1G0 './JONAL(E 1.`` ALYNN IAd11, 1 PE P.E. SETS ® UPDATED TO FBC 2017. - JR - 06/06/17 By 1 eearoalec OenCHptb¢ GENERAL NOTES&ELEVATION Drvm BX: JROSOWSKI fOTOTECHNOLOGYORNE N. VENICE, FL342T5 (04IMS&1S88 mPrNnrtomn �T Nc. DU.: SINGLE HUNG WINDOWINSTALLATION -LM �•: 05/15/15 3,.re,�ueem. SH-55U0 9wm: NTS sn»c 10F 13 DM.na Ne. MD-SH5500-01 R.r B CEIAT. OFAUTH.0YB286 maw Tp w peonpl, tlon PJl d from Exrorier to interior) Design Flowers Tables I Sheets 6 T1W LamNetedl.0.:IM AExterarCep+711VAir Space +&16'Laminated; G) UW of VV A Too 00.097 FVB htedayer 4,5 6 B 116'Leminatad l.G.:t/S'TExtoller Cap +7116'Air Snos+&16•Laminafad;(2)Utes of US" A Glass Wlh.WP PVB leseaVer 46 6 7 TV laminated l.G.: WlW A Estate, Cap +TVA,Space+EIVUMnated;(2)Utes of l/S' A Glees Wlh AW' PVB Ill.dSI., 4,6 6 B TV Laminated l.G.:311T TExmA.lCap+TV All Spas.+&IV Lse ineWi;(2)Lose of VW AG I.S. WIh.WP PVB Intedeyer 4,6 6 B ]/6' Leminat.d L0.: 1/B' A Eztedor Cep+ 7/1P Air Space+ &16• tambotad; (2)13In oftiW H Glow Wth.OSP SG Imeriayer 7 7 10 7B'Laminated II1/r TEstodor Cap +711V Air Ewa .&16'Laminated; (2) Lit..oft/B' H Glees vAN.W SG Intedeyer 7 7 11 ]/B' LemineWd LG.: 3/18' A EatoMr Cop+ 3'6' Ar 6pecB+ &18' L.Mne[ed; R) Ulee of 1I0' H Gleev vrith .00P SG Intedeyer 7 7 „20 7/6:CamOfitidLII.;3/10:T6rterbrCq-�316TA1r5pdcT+'Sr18•.faMnMed:R)litesafll8'H2YawlNtfi .09PSO NbMYer�s 71W Laminated 1.G.:1/6'A Extedar Cep+`•✓IW All Space+7/IMvn;nuWG)Utbeof3/i8'-A`QAU tNV SO IMed.Yer 7 B 7 1 13 14 71W Laminated 1.0,:115•TE.Wer Cap +&1P Air Spec.+7/16-Lemiwled;(2)Utesof&lW A Glass Wth.09V SO lntadayer 8 ] 15 7/0' Laminefed LG. VIV A Exledor Cal +11V Air Space +711P laMnatei;(2) Utes WNW A One Wth.WP SG Intedeyer 7 ] 16 7/1y Laminsted 1.0.: WiW T Exton., Cap +1/4'Air Spaoe+7/16-LaMASted;(2)Utes el&1P A Glass Wth.OBP SO Mdey.r 7 7 ,all Group Anchor II Subetrab Min. Edge plabnca Min. Fmbatlmen! p 0 EMS #1S.S. (St 01 EM os, I S.S.) IF SW fremm. G=. P(S / 1a/6• Steel, A38• &8' 0.uW_ Steel Stud, A 53 Gr. 33• 3/8' 0.0451' 080a ) Aluminum; 8063T5• TV 0.057 311W steel unman P.T. SWIM. Pine (SG=0.55) 7/1P I-va. concrete(mml 2.B5kSQ 1' I 33/8' U,grouted CMU,1(ASTM DOO) 2.1/Y 1-1/4• g 912 EMS (steel, lBB S.S. w410 S.S.) P.T. Sculhem Pine ( u.55) -BAP a/ 78• Steel,'N3B' TV 0.05P Stcel SIuQ Afi53 Or. 33• TV 0."51• (18 Ga.) Aluminum, 6083-T6• TV 0.06W 1/4'deal tables. P.T. SWthem Pine(8G=0.55) 1• b3/8• 1/4' steel CletaAn P.T. Southern Fine (SG=0.65) 1' 1J/8' 1/4• steel Aggm-Getor P.T. Southem NO (SG=0.55) 1' 1-&e' 7/4'steal UAmeon Concrete (mini 2.65 kSl) 1• 13/4' UnOrouted CMU,I(ASTM -9oL 2-TYt 1-1/4' _ 74:3teeLCmheeR —Conclete-(min.i35ksi) se"' 1'a^'- L4_J 1/4'stae1 Wtiecon Concrete(min! 2.&5 ksi 2-1/Y I-T4' 0 1/4•eteelCreleAex Conemte(min13.35 sell 2-1/Y 1,&4• Unmouletl CMU,I(ASTM FBO) 2-1/Y 1-714' 114'ste.1 AggreGatar Concrete Mna3.275 ks1 1-1/Y 1 e' Grouted LXdU,'.(ASTM CAD) 1 11-Y Group Anchor -1 Sublstrate MIn. Edge Mason. Min. Embedmen! E 2-1/Y x .131• Common GO P.T. Southern Pine (SG=.55) 3 W 22.711W 2.11V Rirgshark RodrO Rail P,T. SaWMm Pine (SG-.55) TV 2-7/18' P #1D TiussMed EMS (steel, 18.8 S. S, P.T. Sa3lham Pills (SG-.65) i/Y 18'8' Aluminum, 6063-TS• TV 0.050' Steil Stud, Gr. 33' &W 0.0451' (18 Go.) steel, A38• &8' 0.050' #12 EMS (steel, 1B46Ss. P.T. SoulMm I'me(SG=.55) &16' 1-3/B• Alminum e0B3-T9 TV BOST Sled ShM,Gr. 33' 3/B" 0.050' Steel, A38' 318' 0.050" GLABS ' TYPE9 &15 MAY NOT BE USED IN • THE HVHZ ABOVE 3V. MIN. OF 3 THREADS BEYONDTHE METAL SUBSTRATE. 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED emu APPLICATIONS. From. Clan From Fmma Types Options Conga Shan. Inatellation Opgonsmt may be used (oe Ng B) (see Table l l (see Flg A) (see Fig O) ....Into 2X Wood Frame/Sucl®Wp-shoat 9, oplio 1 Flange (42) 5-16 Equal4-te, OdeyinnAm &Cottege Square/Real., Arth-Top& Ralus-Top Through the k.mo dthlninsi. ... .In10 CoomleCMU-shed 3, option2 .... Ihrough lXB.kaldp Into ConcretdCMU-oho 3, apibn9 ....Into Metal -shad 3, op6an 4 ....Into 2X Wood Fmme/Buekeldp -sheet 3, option 1 Box/ Equallgt (04) 5-10 EquSl-Lile, OdeOPmdew & College SclumBeet, Arch -Top& Radius Top Throughthehamo of the vdrAOW..........through .... Into CowretdCMU-Stred 3, Wfli 2 lX Buckstlip into CnnemINCMU-shell 3, -OW 3 ....IMo Meld-eheel3, aptbn 4 JGTond (a1) 5-8 EquaMJS, Square/Rect., Thrnughthe Integral An...... ....Into 2XWood Frame'BuclWAP-shell 4, optio5 ....Into 6e1d-ehed4,%1Jon7 OCou.ex &Cnege Amh-Tap& Red. -TOP T,W;h the Sam ofthe dnd,,e .........Into .... into aWood FmmalSuckstdp- lineal 4, option Motel - sheet 4, opBon6 Inbprol Fin 5-8 EqueMJte, OnaWroVex 8 Cottage SgJaWnKsu., Arth-Tap& Red. -Tap through the Integral fin...... ....into 2X Weed FmmdBuckaMp-sheet 4, optlon5 ,,,,IMo Meal-sheet4,code7 Through line 6Bme W IM WMow..........into ....lnm 2 VkKc1FmmWS.ckddp-shed4, opibne Metal -sheet 4, onion 6 1 EpUAL11TE ORIEL COTTAGE -v{BUCK`MDTH BUCKWIDTH---~IBUCKVJIDTHIf RECTANGULAR z RADIUS -TOP IS w� 1Izi 1 ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTANING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES �ON�SHUTS 6­10. 0Y LYNA14,"],� -9 -TT. - 1070TECHNOLCOYDRME THMIN. OF READS 'A0 6 � N-VERCCE.FLNOUS METALD THE i�`ss/�,/ORIDNG\2�` (B11)486Romn sueS RATE. ]]yy DN1A1(-1111`` rorolo rams. A. LYN/J MILL�R. P.E. O O J-CHANNEL INTEGRAL FIN O O FLANGE BOXOREOUAL-LEG Material Min Fy Min. F, Stol Screw 92 kel 120 ksi 16&Scmw a0 ksi 95 k.i 410 Scale SO ksl 110 W Eko rs-0atol0 57 kei 96W Eleo MimCa,® 410 SS Elco CkdeFMx® 1651ol 127.4 kei 177 kei 189.7 ksi 6W3Tsm.lnun 16 Sal nee Ass Stnl 36h.i 6Bkel GI. M S1e.I Stud 33 ksi 45lest ANCHORS RE -GROUPED. - J R - 06/06/17 'A•=ANNEALED •H"= HEAT STRENGTHENED T=TEMPERED PVB'=.09P TROSIFOLGFVB BY KURARAY AMERICA, INC. 'SG'= .090' SENTRYGLAS® INTERLAYER BY KURMAY AMERICA, INC. PRODUCT R6V13SD eamdY'i^a wi W du t'I«k1a 6Witing Cade A.�q�.a waf7-wP D.GS 6ammtim Dale. Y /Io� arm ANCHORS/FRAME OPTIONS J ROSOWSKI 0«r HUNG WINDOW INSTALLATION - LM 05/15/15 swro: dwe IMD 7xa Rm 500 NTS 2 OF 13 -SH55D0-01 B I INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WCOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR a NOTCHES AT EACH END, EQUAL-LEOGOX FRAME SHOWN EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETECMU. BUCKSTRIP INTO CQNCREBDICMU. - EOGEOISTANCE SEE NOTE 2, THIS SHEET. EMBEDMENT TI EMBEDMENT L.� IMMMSHIM 15 1H'MAJ(SHIM r- EMBEOMENT EDGE �J rl� 18 SASH VISIBLE 77 LIGHT MOTH EDGE DISTANCE DISTANCE U 44 BALANCE �1/4' MAX TYPE VARIES SHIM TYP.ANCHORTYPE 42 WITH SASH e EMBEOMENTMD WEIGHT54 30 TYP.ANCHORTYPE. EMBEDMENTAND EDGE EDGE _ DISTANCE PER DISTANCE SUBSTRATE. 2.SHEESTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET2 _ � EXTERIOR U 201 OPT. SASH TOP FLANGE FIXED VISIBLE UGHT•WIDTH 2 LIFE qNL FRAME FORALLWINDONS: NOTES: SHOWN BUCK WIO'IH I ANCHOR 03.55- HORIZONTAL SECTION A -A FROM END AND AT 1)USE ONLY SUBSTRATE -APPROPRIATE 21 2222 CENTIER FORWINDOWS ANCHORS LISTED M TABLE 2, EMBEDMENT AND OVER33'WIDE: SHEET 2. FOLLOW DADE APPROVED MULLION, FBC COMPLIANT ALUMIN ADDADDITIONAL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRA SCREWS®18518' INSTALLATION OPRON.H ... MA Y 4& 4T O 35 FROM END. BE USED ON ANY SIDE OF THE WINDOW. FOR WINDOWS WITH I/4•MAX. 1D�'q, BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE SHIM 0100R 0123TEEt SELP.CRILUNG ADDADORIONAL SCREWS 0&BLS' USED INTO WOOD AS PER TABLE 2. SMS(G5),SEE FROM END. SHEET 2. ALL WOOD BUCKS LESS TABLE2, THAN 1.12 THICK ARE TO BE SHEET2. CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONALIF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ME 142 THICK B USE EITHER OR GREATER. D(AND 2X BUCKS l-'l LATCH OR (WHEN USED) SHALL BE DESIGNED L� 1/4' MAX. SHIM B4 BOTTOMLOCIL TOPROPERLYTRANSFERLOAOSTO FLANGE EQUAL SHOWN LRMTSAM END. RESPONSIBLITYO nENGI EER SHOWNN ORMCHITECTOFRECORD. EXTERIOR �l ) 3) WSISLE LIGHTWIDTH OR HEIGHT INSTALLATION INSTALLATION � 6T r 1/4' MAX SHIM (ALSO REFERRED TOM DAYLIGHT OPENING) IS MEASURED FROM BEADINGTODEAMNG. ........ OPTION ANCHOREDTHRMOH FRAME INTO METAL OPTION ANCHORED THROUGH FRAME INTO METAL .27-X 1.25' 1 NOMCHORS �:' v--•�� WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS Y/OOVER® 39 L FLANGEOR [*: No. S&705 2.ST FROM EQUAL -LEG WIDTH EACH END' FRAMESILLS ®SASH: BUCK WIDTH -&12' -v y�C '' •' �FIXEDUTE:BUCKWIDTH.4-3/S' '7D % - ` 1070TECHNOLOGYI O,�•., ST TE OF (O; N. VENICE. FL 342Ti. HEIGHT(EOUAL-LREI �` '•.�YORLDP \\��� (841NBDteOo VERTICALSECTIONO-B BUCKHEIGHT/2-3.15HB' O`rS/ .. NG '::I/It'AL1E pt``� Por raise A. LYNN MILLER, P.E. tit�mNR4E1N P.E458705 CERT.OF AUM.N TYP.ANCHOR PE, EMBEDMENT AND MOE DISTANCE PER EDGE SUBSTRATF ' DISTANCE SEE TABLE SHEET 2. _ II FRAME SHOWN & EQUAL-LEG/BOX FRAMES J ROSOWSKI Dw: HUNG WINDOW INSTALLATION - LM 05/15/15 sooro: S me.nw N Rm. 500 NTS 3 OF 13 MD-SH5500-01 B INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO2X WOOD FRAME OR BUCK. STRIP. SEE NOTE 2. THIS SHEET. FIXED VISIBLE LIGHT H516W BUCK HEIGHT EXTERIOR a NOTCHESAT INTEGRKFIN I FRAMESHOWN zr x u5- WBEPHOLE OW/COVER ® 2.87' 36 FROM EACH END. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE SEE T.Le a...n.. I e. v1 (SCREW SHOWN) INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INT02X MOOD FRALIE OR BUCK - STRIP. SEE NOTE 2. THIS SHEET. & J-CHANNEL FRAMES I INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO ZX EMBEDMENT WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. O 114-MAX SHIM EDGE DISTANCE , F9y� L1/PMAXSHIM TYP. ANCXORTYPE, JOPTSASHTOP EDGE DISTANCE �/ , 42 WITH SASH WEIGHT EMBEDMENTANOEDGE DISTANCEPERSUBSTRATE, L LLJ SEETABLE3,SHEET2. (NAILSHOYM) O o FIXED VISIBLE LIGHTWIOTH RAIL 3CHANNEL FRAME JLIFT FOR ALL WINDOWS: NOTES: SHOWN IIIY�' 1 ANCHOR ®3.SS FROM END AND AT 1)USE ONLY 21 22 CENTER FORWINDOWS SUBSTRATE -APPROPRIATE ANCHORSMSTEDONTABLES2&3 OVER36"WIDE: OF SHEET 2. FOLLOW EMBEDMENT 1/4•MAX ADDADDMONAL ANDEDGEDISTANCELIMII6.ANY y SHIM SCREWS @18313' INSTALLATION OPTION SHOWN MAY 5 46 4T O FROM END. BEUSEDONANYSIDEOFTHE FORWINDOWSWRH WINDOW. i6 BOTTOM LDCKS: ADDADDITIIONAL 2)MASONRYANCHORSMAYSE SCREWS®63I6' USED INTO MOD AS PER TABLE 2. FROM END. SHEET.2.ALLMODSUCKSLESS THAN 1.12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS 1X WOOD BUCKS ARE OP ZONAL IF USEEITHER UNITISINSTALLEDDIRECTLYTO LATCH(SHOWN) SUBSTRATE. WOOD BUCKS 16 OR BOTTOM DEPICTED AS 2X ARE 1-1R'THICK LOCK(SHEET3). OR GREATER IX AND 2X BUCKS 85 TESTED UNIT (WHEN USED) SHALL BE DESIGNED 63 LOCATION: 6d8- TOPROPERLYTRANSFERLOADS FROM SASH END. TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITYOFTHEENGINEER INTEGRALFIN NOANCHONS ORPRCHffECTOF RECORD. FRAME SHOWN REQUIRED IN MANE SILLSIFANCHORING 3)VISIBLEUGHTWIDTHORHEIGHT THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPENING)ISMEASUREDFROM 1N' MAX f—IN' BEADINGTOBEADING.. IIIIIIIII„ RRE EXTERIOR V INSTALLATION OPTION 5 ANCHOKEUTHROUGHINTEGRALFW INT02x WOOD FRAME OR SUCKSTRIP. SEE NOTE 2. THIS SHEET. n Il4'MAXSHIM --- BUCK W DTH HORIZONTAL SECTION C-C OADE APPRTIC D O JON.FBT/ OR H IZONV MAYBEVERTICALOR tl10OR412 STEEL SELFORRIING �\ SMS(G%SEE 11 &3. TABLESHEET I� S2. FINAND/OR FLANGE REMOVED N-FIELD 1/4' MA SHIM I--- EDGE DISTANCE EMBEDMENT TYP. ANCHORTYPE, INTEGRAL EMBEDMENTANDESGE FIN DISTANCE TF MANE 3. SHEESTRATE, SEE TABLE 2. SHOWN NSHEET (NAIL SHOWN) EXTERIOR INSTALLATION V OPTION vODUCTREVLSED ANCHORED THROUGH FRAME INTO METAL ..omsvilft (INTEGRAL RICHL ANDS REMOVED) Aewl nl�w,rCnAlmi. I'M =� VISIBLE LIGHT FORMULAS A.; No. seTOs :� I__I EDGE DISTANCE VyIOTH 1 •(O�` ®FIXED LIM: BUCKWIDTH-4JIB' STATE _ CER � HEIGHTIEQUAL{n) �i tCs •'•:�ORIDP .• 0! N. VEN (B41)a861B00 D_D BUCKHEIGHTQ-MWlV s�ONAL ENG" A A b 111111111A L�vmpAto2an mTFAMRIIFA FF. NEL & INTEGRAL FIN FRAMES JJROSOWSKI S"'. HUNG WINDOW INSTALLATION -LM 05/15/15 SwN SAmt Da�l^9 Na w.. 600 NTS 4 OF 13 MD-SH5500-01 I B -�{ 7/8'NOM. Imo- ]IB'NOM. --.'{ ]/0'N'NOM 5116" AA PVB 5/16" A/A PV13 51W A/A PVB 5/16° AAPVB 5/16" HM SG 7/18°AIRSPACELASS 7/16°AIRSPACE 3/8"AIRSPACE 31WPJRSPACE 7/16"AIRSPACE 1/8°a EXTERIOR Y 1/ GLASS3/1< GLASS �ERIOR 3/1EXTERIOR "LASS1/6a EXTERIOR isle n %fl 19 � GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 y. WIN � � ]/8'NOM. � � if8'NOM � � 7I8'NOm, � � 7R'NOM. 611W HM SG 5/16" H/H SG 5/18" H/H SG 7/16" ALA SG 7/18' A/A SG 7/16" AIR SPACE 3/8' AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE 5/16" AIR SPACE 1/8' T_ GLASS 3/16" A GLASS 3116" T GLASS 1/8" A GLASS 1/8' T GLASS aE11ERIOR aE ERIOR aE%TERIOR aE%TERIOR aEMERIOR l6Td 6iB i6iB i&98 IB GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 +� ]IB'NOM �i TIB"NOM. 7/16' AA SG 7116" A/A SG I 12; NOM.GLASB GLAEBTYPESBTHROUGH 1/4"AIRSPACE 1/4"AIRSPACE 7e-78 B TYP. ' 1SMAYNNSBE USED 3116"AGLASS 3/i6"T GLASS WRHJ-CHANNELOR 72 74 • INTEGRALFINFRAMES aE%fERIOR <3 MERIOR 31 'CUSS TYPES 5.7.8.11.13 815 MAY NOT BE USED IN ibM EXIERIOR 75 THEH ABOVE30'. MODUCTRBVMED GLASS TYPE 15 GLASS TYPE 16 a BmHmyGM r o.og 36 30 Nii, AwzP N� 7 RMaVm: � Da. gZQ..........41j By f No. 5670.5 O"0 uCEMSF o * •'P '•. GI INGNOTES: = #- • A'=ANNEALED -� ;� - pucryNen: �°•^ �" TYP. 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AL. .AA <21 81rMt i4510'm.51B •AA -I I00 •m0 NInO An0 AInO rR0 -11a0 EryL+O. ]DSn-.10N •1e.0 -1fOB .Ad -110.0 +m0 m0 -IIOAto.s N..I AIss •n,in•A.0 L1,1•mA1oaA01n Ep]fon A51]-.I.W •AA 'IIOA .m0 Y11AB •10.0 '110.0 •Rs AIw e.a Aox.a0. Vao e 410.o ut W p.. Aloe-YSm+MO N.o Imm,I .a+9 1. -Ilw Q.oLlnB "I Vs Nno .mo .ImD e1.A TYI61 +-^^ ,vnY�nos01010.0N0.0 A.0 rm0 S13 .]DO 80.1 ..'1 i0.0 .m0 i0,o •]n r. A100 .ltt ..LII1 a MIN. SASH NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTAILI 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS 3)1 SIZES NOT SHOWN. ROUND UP TO THE NEK ON THE TABLE. MIN. OR HEIGHT DIMENSION SHOWN j*i No. Sam JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 SILL (REINFORCEMENTS SHOWN INFI CONFIGURATI PLY TO ALL CONFIGURATIONS) 'GIASSTYPESBTi UGH 18MAYNOTBEUSEDWITH m JCHANNELORINTEGML PI FIN FRAMES HEADER I1 40L.i.I-1L9 ISASH HEIGHT 1mBTEaNaLDGVDRNE DESIGN PRESSURE TABLES J ROSOWSKI N.4B8CE,FL3a2]S Ovb: s`'� �" 61800 SINGLE HUNG WINDOW INSTALLATION - LM 05/16/15 pp "? opilWlnomn 11 W]IMIm1RFb,eR Sp�S H- SWe: 7 7'MD Na Rev: P.E. SH- NLmmRe�ssma_ 5500 NTS 7 OF 13 -SH5500-01 B 0000""n"oo"BOBno"BBOB 000B"o"00000000©©BB000"o"BOBBonOo"B"o"o"o"BooBBOBoon"o©0000 nun 000000©0o000©0B BBB"0000©nnBBBnoo"""non"Boo"BBBo"""""000""BB"n"on""©0000 "Boo"on"oon"onnon BBunou00000000©0000"BBo""oBBo"BOBBoBoo"o"000000000©0000 nun BnBBn""BB"noBno"BBBBOBeBBn"BB""ooBBo""Bun"B""BBBBn" on"oon""n"on" ooBUBO B0"B0000"0"0nn"0©0000"Bo"BOB000"nounn"ounn 0000""n"Bun"nBBn""000 IMUMBo"oo"0o""ono"noonoBon0000BonBoo"B "o"oBoo""0000Boo""onoonoo"nonnn"no"o""" BOBo"n""Boo"""BBBBoo"BonoBBBBno"BBB000 12a0MEZ072a20-2a0 BOBBOBBoO©00000000no"Bo""on""o" 0000"On""nBBB"000000" U130 �0a����6�a0��0��0 3ooBo"BB"BBBoo"" m��o"0000"""o"Bo""oo"nnnon00000000"""""onno""0000000000""0000"000" ®mooBoo"o""oou"0000"oo"Bo"000Bon"BBBo"BOBBo""0000000000000000"Bo"B ����00o0oo0i©00000000000000000©000000000000000©000000000000000000000 �m © m��n"0000"0000"000nn000""000000nn00000"BnoBo"o"onn000"o""oB000"000 m�"oou0000""n"""0000"000000"oounn"nn"0000""0000""o©000000©000000© ��ou00000000""ooBn""0000000000"B0"BOBnoBBo"mono"n"oBBOBBOBBoBonun m�o0o"Bo""BBBBBBo"BB"BBBno"B"n""Bn""nn"BBB"nun"nnoo"BB""0"B"o"o"n mW0"0000 3+F-��00000000©©00000000000000000000000000000000000000000000000000000 mu"o"Bo"BBB"000"BB"n"B""onBoo"nou""non"BnnnBn0000n"000000""""o"B ��nn"Boo"onnonn"onono"""0000nB0000n"000no"on"on""Boo 0�onoo"oon"o"EMUIM ��000""on"0000nn"o""noon"0000""non"""nano"n"000""o"""none"000"""o ��BB000000"n"BBBBBBB""""n"noon"o"BBB"BBBBBn"n"o""0""BBB"n"BB©0000 ��ononon"""o""0000""n"on"0000"n"noBo""nn"o"""nonno"""n""no"nonno" OE m 00�""o""oon"B"000000000000oo©o00000000000000©©""BBo""0"BBBoBnBBn"" o�""""Bo"BBBn"BBB©"0000©000000©00000000©0000"BBBBo""BBBBn"Bounty"B � own""000""o""B"oonBon00000000""onnB000n"0000"Boo"oon""0000""000"" m�"Bonoo""BBo"BOBBoono"B"oOOBooBB0000BooBoo"""0000""000BBoonoBBBo ��""B0"BBnO"n"BBB""""B"0000"o""Bn""BBB"B"on"Boo"BBnnO"""no"BBo"n" �B000"onuoonBno"n"Bun"BBoononn"BBB"""n"B0"""Bo""oBBon000BOBn"0"" mrr"nm�- mono"oon"oonoo""o"""ono"00000""o""oBoo"Boo"00000000000000nunnonn m�onn"Bo"ono"BBOBBo"oMUNI ��oBoono""0000000n"oonnn"0000Boo"000noonoon"""0000"B"onou"oonn0oo ��on000n"00000000"oonnuonoo"oonnoBoO"0000"nnono"o"0000""ono""0000 Sono"Boo"o""000"0000""ono"Boon""000"noBoo""""0000""o"o"BB"onBOno �nooBBoo"B""nnBBnnBBno""000000nnnBn"""n"nun""onnoo"no"B"""o"BB"" �uuo"BBnounu"""Boon000000"Boo"B0"BB"BBunnou""nn"o 0000" nuooBno®©��"0"©�0"OBn00000"BBBoO"o©000"onBo0"oBoo"0o©Bo"BBB0o0" nun "noono"non"non"""n000©no"©0000©00000000"no""0000"©Bonn"©©©©Boon Enna "Boo"BB"o"uBBnn"B"o"""Boo"u"BonuBBno"B0""""BOBBo"oBBBBnn"BB"nn" n"0n""n""nnnn"Bn"00BUBBno"""n"n"B"©0000""""""""n"non""nnnn""n"" BBon"BB"BB""BnBBBnBn""0000n"0000""nnBon"n"nn0000n"""0000Bnnonu" 0000"nun oBOBno"uBB"BBBBonB0000noBn000BunBBBoon"BB"""oBBono"BBB"o"0"B"n" Boo""on"B n"Bono"00000000 n0o"0000"00"n"000000oonBUB" "oonuono"""oon"000000"BooBoo"0000"000000"onBoo"000nnnoo"n""on"n o""o"oBoHoo"o""oB"o0"o"0oBoo"Bo""o"BOB"o"B onn"on""000""o"no""n"000000000"o""0000Boo"000"0000"noono"Boo"o" o"o"Bonu"B"BBBBB""BBBono"ooBBnouBBBo"nBBBBonoBBonoO"B"nnBon"""B 000"nan0000""000nn"Boo"000""no"""""noBoo""""onno""0000""000000" n"o"no"unno0"B"nn"Bu"nnuB0000nn"BB"o"n"BB"nuoBBono"BB"nuBnonnno "000va000"0000"""non"0000"00000000"onoonno"o"Boo"00000000Boo"o umuu"ou"nu""Bnoo""noun"onoonoBnoon""nno"oon"onoon"B"oBBBonuBBBo "000no"BBonOo"Boo""ouu000"on"oon0o""BnOo""0000Boo"B"no"B"oBBBn" "MIN. WINDO BUCK "MIN. SASH XEIdrt= WINDOW BUCK HEIGHT-60.136 NOTES: 1)USE THEABOVE -ANCHOR OUAIDTIESREOUIRED.....- 2) USETHEABOVE WAX. ANCHOR O.C. SPACING........_• 3) FRAME DIMENSIONS ARE BUCK. -MR'=MEETING NAIL 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AV, 5) REFER TO TABLES 233. SHEET 2 FOR ANCHOR GROL TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. THE INTEGRAL FIN. HEIGHT DIMENSION SHOWN ON THE TABLE. W44cM.OL.lPF61pM pypF pwpF 'hhphlpin'I�hMtlm ® Dn DFasrlpGbn: `7,L_ TBTOTEaNDLDovORrvE ANCHOR QUANTITY TABLE J :A +•F^��T N. VENM.FL. W75 SINGLE HUNG WINDOW INSTALLATION - LNI 105/15/15 1 NTS 1 8 OF 13 B 0Ba0B�0�a0 �0ag0a00000ga0ao�000000000a 0a�0� 0��0a 0Ba0 ®Ba0a�0 ®®MvovvvovvvvnvnvvvnovvvnMMVMMvvvvvMvvvvvvnvovvvvoovvovvovvvvvvvv u000nonnooMnnonnMMnonoMnMMMM000000MnnMooMnn000n0000noMnoMno©Mono ®mM0000MMn0000MnnMOMMnnM00000000MM0000M©nonnoon00000000nMMnonnooM m�vnvvvvnvvvnnnnvnnnvvvnvvvvvvvnnvvvnnnvvnnnnvvvnMvvvvvnnnvvvnnnn ovnvvnMMnnvvvnvvvvnnnvnnovvonnvnvvnnnnvvvnnvvovnvvvvnnnnvvvMnnnn nvvnnnnvon©vvnnnnv0nnnnOvnnnnnnvnnvvnnn0nvvnnnvvvnn0nvnoonnnnMn onnonononononnnonoonnon0000MooMnnMnnvnnMMoon man oMnnon000nnnoMnn ���nnoononMonnonnnnnnnMnnnonnonnonnnnMoonnnnnnnonnonnnnnnoonnnooMn m�M000MMM0000MnnonnnoMonoMMMMnMooMononMonMoonoMono©onnnonnnn©oonn m�vvvvvovvvvvvvvvvvvvvvvvvvvMvvvvvvvvvvvvvvvvvovoovvMvvvvvvvvvvvv m m m�vnvnvonMnvvnnnvvvvnnvvnvvvMvvnvvvMnnvvvvnnnvovnvnvvnvnnnnvvMnnn Mno""Monon©noMOM©oMMon vvvvv vnnvvM M noonnvvvnvvvvvvvvvnnnvMvnnnvvvMnonnvnvnnvvvvnvvvvvn nMMMMM©©coon©MMMnMMnMM00000noonoo©ooMOMnn '- -MnnnvonnUovnoonnnnonvvvoMnnnnnvonvnnonnnvonvnMnoovoonn0000nnv monnnnnnoonnnonnnnnnnnnoonnononnnnnnnnnnnnonnonnonnnnnnnnnnnnnnn ��vvovvvnvnMnvvvnMvvvnnMvvvnvvvvnnvvvnMnnvvvvvMvvvvnnMvvvvv m�MMnnnMonoonnoMnonnn000noonMMnoonnonoMMn0000nMMnoonnonnMMOMnnoon m�nnonnonnnnnnnnnnnonnnnnonnonnnnnnoMnnnnnnnnnonnonnnnnMnnnnMOMMn ��nnvvvvnvvvvvvvnnnnvvonvvvvonvvvvvvvvvvvvvvvvMvvoMvvvvvMvvnnvvvv m�vvvvvovvvvvvvvvvvvvvvvvvnvvvvvMnvvvMvvvvvvvMnvvvnvvvvvvvvovvvvv O�oMMMOMMnnMMonnoMMn0000noonnMMOMnMMMoonnnoMnooMnoonnoMnoononoonn ��nnvvvvnnnvnnnvvvnvvvnMvonnvnnvvvvnnnnnnnnvvvMnnvvvvnnnnnnnnnnnv �nMMnnonnnnnnnMnoMnonnnnon000nonnnnMnnnnnMnnn0000nnnnnnnnnnnoonn snnnvvvnnvvnnnvvvnn 0vvvvvvvvvvvvvvvvvvvvv ®�000nnM0000nonoononnoonnonoBn000MMn0000noMMnnnn00000MMMnon000non m�nvnnvMnvvMnnvnnnovvnnnnonnvvvvnvnvvMnnnnvvvnnnvvnnnnnnnnnnnnnvn mMMnnnnoonnnoMnononnnvMVMnnOMnnnnovnnnnonvnnnnnvnvnoMMoononMonMn m O�noMMMMnonnnnnonnnnnMMMMMnoonoononnMnnonnonnnnnoononnonnonnoonon �ovvnnonMnnvvMMnvvvnnovnvnnvvvnnnnvvnnnvvvn"novnnonnnvvnnnvnnvvv �MMonoonnnnoonnnnnnnooMMMn000nnnnnnnoonnnnonoonnoonnMMnnoonoMMnn �nnvMvonvvvnnnvvvvvvvnvvvvvnnvvvMnvvovvnnnvvvonnovvvvnvvvnnvnnvv �nvovnvvvanvvvnnnvvvnvvvvnnvnvMMnvvv©nvvvvvnnvnvonnnvvv©nonnvnnM �Mn00000nnonnoonnnnnnnnnn0000nnMnnonoonoonnonnonoonnM000nnonnono �MV vvvvvvvvvvnvvvvvnvvvvnvnnnMnnnMMnnnoMMnnMnvnMnnvvnnvnvvvvnnvvvn Oman MnononoMononnnnnonMnoMnMMoonnonMnnnnonnMonMnoononnnvonnnnHovnan novnMnvvnnnnnnnvvvnnnnvvvoMv o novMOUvnnnnvOnnvvnMMv Human 000nvvnonnnnnnnnvvnnvonnvnnvvvnnvnnvnnnnvvvnnvvvnnnvvvnnvnnvn o vnvvvvnnvvnvnvvvnovvMMnMnvvvnnvvvnnnnvvnMnnvvvvovvvvvvnn Ell nMOMnnMMnnnnnM000nvMovvnnMMMnvnn000nnv000nn vvo nnMMnvOvnMMnvnnnnnOvv nvvvvvvvvvvvvvvvvv vM vvvvnnnnnnvMnMnvMMnnnvvnnvnnnnvv noun nnOvvOnvvvvvvvvvvvvnv MnvvvOnnnMvnnMMnvvnnv MMnMvv ©m�n000nononnonnoonMn000nMMnoMMMnnMMnMonoononnonnoononnonnonnMonoo mv�MvvvnvvvvvvnvvnvvnvvnvavvvvvnnvMnvonvvnnMMMOMnvovMnvvnovnvvnoon �vnvvnvvnnvvnvvMvnvvnnnnnvvvnvvvvnnnnvvnnvvvvvvvvvvvMnnnvMnnnnvv sMMOMnonnnnMnnnnnnonnnnnonnoMMonMnnMnnnnnonnnonnMMnnnnnnnnnonnno mMvvvvMMMvvvvMMnvvvvvvvvvvvovvnvvvvvnvvvvvvvvvvvovvvvvvvvvvvvvvv noonoononnnonoonnonnnnoonnonoononnoonoononnonnoononnoononnMMnon vnMnnvnnnvvvnvvvnnnoun MnoonooMnonnonnonoonnonnonoonnonnoMn0000nnonnnnonnnnnnonoonnnnn vvMMvvvvvMM©OvnMvvvMn nnvvnvovvnnnovnvnvvvnnnvvvvnnnvnoMnMMnvvvvnuvnvvnnvvvovnvvnovn MnvOvvvvv nMvvvnvvnnMnnonvnnonvvOnnvvvMnnnnvnnnvoom vvvvvvnnnnnv =DnvvvnvOvvnMMMvnvvv see IMLtJ o a a ancu o run oco�..n rn����.•��. �.,..., �.....,...�. "MIN.S/SH HEIGIR•WINOOW BUgCHEIGHT-90.138 �� NOTES: 1) USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED.... Y) USE THE ABOVE 'MAX ANCHOR O.C. SPACING.......... 3) FRAME DIMENSIONS ARE BUCK. 'MR'=MEETING RN 4) FOR SITES NOT SHOWN. ROUND UP TO THE NEXT A 9) REFER TO TABLES 2 33. SHEET 2 FOR ANCHOR GRC TABLE FOR ANCHORS INSTALED THROUGH THE FRAME. ILE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. OR HEIGHT DIMENSION SHOWN ON THE TABLE. C * f No. 58709 r TmOTEommoDYIXUVE ANCHOR QUANTITY TABLE M VEMCE, R 3C17S u...Ane.eroe.aFrFa ror fxpF 'FkgnliF'YubYam FBwucr REVI9E0 a�WY�Aa+d,PeFbka aeme cm� 7 Dom" A te_11 %m EyiTiw. DYc. 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RAR'= MEETING 2) FOIR SStES NOT SHOWN. ROUND UP TO THE NO S) REFER TO TABLES 2. SHEET 2 FOR ANCHOR GRf HEIGHT DIMENSION SHOWN ON THE TABLE. 111111111// '�i'�1}OEN@F'•�((��C P No. 58705 1. 1o7o TE01JNoLOGYoRNE I ANCHOR QUANTITY TABLE N VENICE,RB/tT6 'GLASS TYPES BTH0.WGH 16 MAY NOT BE USED WITH J-CHANNEL ORINR:GRAL • FIN FRAMES PROODDUCTREVISFD vlr�B�'BAPeF• .. N'�uleins coax Acu'Fcwa'<W I 016 Expntion Oaa< BT a I We � BY J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 1 10 OF 13 B .OBI' L �i�000 '�B• D OJLIIANNELFRMIE T t 15• 1 HEAONPN® 1b)2' y I T .065' t33t• �— mo 1d MEETWGRNL 3.500• SJS D FIANGE FRPM�E u r 2 OHEAOMMiB 1.31 SAM' Am. D �2.� �O FLANGE 1.375 FRAME SILL — 9.SOP 3.500' 1T' 1AB3' 0 FW FRNA: O EWAL LEO FRAME 3 HEAO/JMAB d HEAD/JAMB .070'�— .71S .oTO• B10' �1.185. ~ 150' MGHT OREINFORCRM „ � @REINFORCEMENT �F- 3AB.T �il-- .OBI' tA30' IIII �Ff .06T .)''-81---'l �l 2AM. TTT D t.331• r1 2.444• I STANDARD Q� •j ' 20 MEETING REINFORCEMENT OSI RN FRAME OEWAL LEG LL FRAME SILL 1.841' �{��—{�I��' 1.215' III�1 2,1p0•Jf� 1.472 1.56S �{ III II .ST4' p 11� 1—(rjfrW 2.1T6' AT1'�Ilt—'rlT '1���ss~JJ13�)S ° �` �� .055 590• .060' Itoo- Q15 B� m SASHSTOPI LIFTRNL LIFTRAIL BEVELED BEVELED OTO' 16 SASM RNL 1T COVER IB SCREWCOVER iB INTERLOCK 20 INTERLOCKCOVER 21 INTERLOCK @ INTERLOG( COVER .300' .035' 111—r���JII T .025" I—riLll I @ BEADING @ 5 REEN (FRAME 81 SCR EN FRAME jk + No. 56T05 9 : cl I oT0• ��a�•Ilrf((IIuJ L_ u —�— --j I.M. Ir 2T HDMEERNGRAIL REINFORCEMENT t03o TECHNOLOGTDRME WINDOW EXTRUSIONS J ROSOWSKI N.VENICE, FL342T6 _ _ (Bdt)a80.1000 SINGLE HUNG WINDOW INSTALLATION - LM 105115115 CmYWGNTGIDfi FBTFcuTRmwu SH- s.m,sale silt. M'D DSxu ' SH-5500 NTS 11 OF 13 H5500-01 B TABLE 12: 1 TABLE 12, CONT_ STRUCTURAL BIII of Materi'1 BIII of Material, cont. STRUMM' SILICONE Wt6'NOM # PaR# Deectlpti9n Materi, VCal # pad Descdptlon Matedal POLYISOBUTYLENEAIM"'NOK OWDM DESICCANT 2 620102 SlnaleHennFromeHead&Janes•Flange PVC �I 72011M9 SM6CPLacx ee!a em I Cast Zinc I P T. GLASS,M. GIACCANT Part# Description 6 Material 76 Kommeding 4SG TPS Spacer System 77 Ouanex Super Spacer nX7 With Hot,MeO Butyl See this Sheet fbr 78 Ouanex Duneseal Spac�I er Materiels 79 Cardinal )a. Edge Spacer Nows: 1) PVC BY ENERm W!NOOW AND DOOR PROFILES, LTC., 2) DEMS # 9-13,15, 24.2& 29.34, 39, 61. 62. 66-71, a 73 A AMMIXIRUDERCODE. .E NOT PART O F THIS APPROVAL KODISPACE 6 4SG TPS BUTYL& 110CAN7 FOAM DURASEAL� OSPACER * : No. 687O5 GLASS C(,V � err. GLAss SUPER 0 SPACERw NXT11 XL EDGE' DSPACER !RODUC REVISED nsuapnBwen R<Fhide Bai14a3Cvdc aesepwua 1p 17 D63D.orj F Dmc 267D Dy nlrsn,I sae Pmaw 1moTEDNNoLwydlrve BILLOFMATERIAL (BOM) JROSOWSKI N.V@110E.Ms"r6 (941)400-1690 iAb: p4U: aG�,�` OPIgeX1a�7 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 P2. V=500 mNTS 1 9!12 0E 13 1 bMDSNH5500-01 'B FRAME ASSEMBLY DETAILS NOTES 1) SOM PARTM"ONS 3) YCHANNEL FRAME SH< 3) FOR REINFORCEMENT L) USE EITHER SASH TOP OPT. PULL RAIL INTERLOCK & COVER MITERED FRAME WITH INTERIORANDEXTERIOR FRAME WELDS BALANCE OPT. SWEEP LOCK OPT. AUTO LOCK OPT.PULLHANOLE WITH LATCH SASH ASSEMBLY DETAILS EXTERIOR CT * ; No. 58705 Li CA EXTERIOR '7J •'•, j'/�' tOT07ECHNOL00Y DRIVE OFF N. VENIOE. FL3C276 ATY. O'S " G\J cov�wmnozln VMS APPLY.7. ��NALIEN�� wremiv �mlxc. A. LYNNAIILiiR. P.E. on. INTERIOR AND EXTERIOR FRAME MLOS )ED ASSEMBLY J ROSOWSKI Ogle: HUNG WINDOW INSTALLATION -LM 05/15/15 Sfdle: ST'MeD- ' Rar. �500 NTS 13 OF 13 MD-SH5500-01 B B SCOPE [IF WORK 1. MOBILIZE 2. REMOVE & DISCARD EXISTING DOORS & WINDOWS 3. INSTALL NEW DOORS & WINDOWS PER PLANS 4. DEMOBILIZE GENERAL NOTES: CODE5 AND STANDARDS NEARY RESIDENCE NEW DOORS & WINDOW x FILE K:"vYa:W:cWS4 PROJECT LO.CATION� - CONCEALED FASTENERS OR ArfACHMMS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD SHEET DESCRIPTION S-1 COVER SHEET & NOTES S-2 UNIT LAYOUT & SCHEDULE S-3 DETAILS S-4 NOA PRODUCT APPROVALS TOTAL - 4 ., L,•.,,II� THESE PLANS AND ALL PROPOSED WOR r.; ARE SUBJECT TO ANY CORRECTIONS r, REQUIRED'BY FIELD INSPECTORS THAT ;t T ►AA1-BO,NECESa4RYIN.QRDAgTO, LOCATION MAP C0;AP1.Y WIiH' L ti"tPl'LICA�'!�i COPES' NOT TO SCALE 3UILDING EXISTING NOTES: THE CONTRACTOR SHALL VISIF THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING CONDITIONS AND INTERFERENCES. 2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS. 3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO INDICATED ON THE PLANS WITH THE OWNERS APPROVAL 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL FIELD MEASURE EXISTING CONDITIONS PRIOR TO FABRICATION OF ALL MATERIALS. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 6. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR. MEAN ROOF HEIGHT WIND LOAD WIND VELOCITY WIND VELOCITY EXPOSURE Oz Kd Kz EXPOSURE FACTOR REDUCTION FACTOR ROOF SLOPE LOAD COMBINATIONS INTERNAL PRESSURE COEFFICIENT RISK CATEGORY II OCCUPANCY CONSTRUCTION TYPE APR 13 2018 ST. Lucie SCANNED BY 140' ST LUCIE COUNTY FBC 2017 & CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 170 MPH; ULTIMATE WIND SPEED 132 MPH; NOMINAL WIND SPEED 'D% ENCLOSED DESIGN 96 PSF 0.85 1.52 1.12 0.9 FLAT ASCE 7-10 CHAPTER 2.4: DL+LL; DL+0.6W4' O.6DL+0.6WL +/-0.18 PER TABLE 26.11-1 RESIDENTIAL. V GENERAL COMPONENTS AND CLADDING NOTES: 1. ALL DOORS & WINDOWS TO BE INSTALLED PER PRODUCT APPROVAL AND MEET THE DESIGN PRESSURES PER PLANS. ALL DOORS AND WINDOWS SHALL RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF DIMENSIONS: MEET OR EXCEED +/-58 PSF PRESSURE. RECTIFYING THE SAME. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST 6. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND FIELD MEASUREMENTS AND EXISTING DRAWINGS. STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO _CONTRACTOR -SHALL. INSPECT EXISTING -.FIELD CONDITIONS .-TO.ENSURE- PRESENT -INFORMATION- - -THE-ATTENTION _OF THE=ENGINEER=BEFORE-COMMENCING_WORK---SOiTHATfPROPER=WORK--CAN=BE-'-= - -- - -�-�- - - -- ON PLANS MATCH. IF EXISTING CONDITIONS DIFFER FROM PLANS, 'GENERAL' NOTE 1 ABOVE , EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. SHALL ALSO APPLY. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS7TIEEKEPTO DEMOLITION: AND SHALL BE FULLY RESPONSIBLE FOR THE SAME -SHORING MUST'COMPLY`WITH ALL LOCAL AND OSHA REQUIREMENTS.1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE CIE COU ACTMTIES WITH ALL THE APPROPRIATE SUB -CONTRACTORS AFFECTED BY THIS AREA WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL ING DIVISION 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS EVIEWEDTHAT ARE SO INDICATED INCLUDING CONCRETE AND WOOD. STRUCTURAL DESIGN CRITERIA: COM 3. THE LOCATION OF ALL EXISTING UTILTITES ARE THE CONTRACTOR'S RESPONSIBILITY. H DESIGNCOM U W H QUIREMENTS OF THE FLORIDA BUILDING CODE, BUILDING & THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE EXISTING; 6TH EDITION; 2017, ASCE 7-10, & ASO START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THELOCATION AND THE EYISTTNCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON AND P ITTHE PLANS. - JOBOR TION WILL BE MADE 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1. FLORIDA BUILDING CODE, BUILDING & EXISTING; 6TH EDMON; 2017, ASCE 7-10, ASO. & AISC 2. DRAWING NOTES: 2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY- SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 3. SECTIONS AND DETAILS: 3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER. 5. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWING THE CONTRACTOR SHALL NOTIFY THE ENGINEER -OF -RECORD IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD NEW DOORS & WINDOW NEARY RESIDENCE PRINCESS CONDO 9650 S OCEAN DR, UNIT 1105 JENSEN BEACH, FL 34957 Csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 BE OCEAN BOULEVARD - SUITE 1A STUART, FLORIDA 34996 992-220-4601 ..CSM'E.NET CERTIFICATE OF AUTHORIZATION: 29057 M ERmEItI !¢RB! tYPEESgY RLS9E5 mi atEpl W COP,WOE ND MER PIVaWB RIM MSE PL46 NID CM1IENS NE I,11 TO H IEAEpIOD. IXV✓ffD, NPFq OR ASSY3IID TO AYf ILEA PATTY N IA1' NN tlt IWlER Pp Nm mm+�l a tl1 EM�N�BE. iN6 DOLIEEIR, M m0$ /!m I)E= IICUW IlD Ho ml. u IB INER% E `fT IF PROR29mE so= 5 PaamlY a ON Dona C, BL m S IIa m BE Usm H m1c)E al PNE RIR /M' IFER ROELT3M M ERIIIEN NmCfRAIYEI a BI D:+EBE4 BG M EMEEEIAC. LLC CIPYANI t2115 I NOTES § C011MENI5 I I RL scuts EErum RRBEI ro 11}1T Rms I ot5o® n: eea D✓®I owurl a: aEmm O: ora¢ nmv SCVL aao. PREEI.TF l` A211TI }I�f7j/��. ..0 1UU NO 76910 XSMATEOF - C ••'. Zilt.: i FGORlAp •' \\'`` �. OVIOES A OWUEN JR Re IRe COVER SHEET & NOTES sEv A S-1 NEW DOORS & WINDOW THESE PLANS AI4D ALL PROPOSED W09K ARE SUBJECT TO ANY CORRECTIONS .REQUIRED BY FIELD INSPECTORS THAT WI -MAY B11- NECESMYINf QRDE940: > tOPAPLY yrr" h..LAPPL04, ►pODES CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOROFRECORD EXISTING UNIT FOOTPRINT DOOR S_CHED_ DESIGNATION APPROX OPENING SIZE (WxH) TYPE QUANTITY REMARKS --MANUFACTURER -PRODUCT PRODUCT APPROVAL NO. EVALUATION AGENCY EXPIRATION DATE MAX. DESIGN PRESSURE EXTERIOR: El 14196 SLIDING DOOR 1 DOUBLE PANE. IMPACT EGS NOA 17-1218.21 MIAMI DADE 12-24-2019 +85 PSF -85 PSF 2 10596 SLIDING DOOR 1 DOUBLE PANE, IMPACT EGS NOA 17-1218.91 YIAMI OADE 12-24-2019 r r"i-Af1d/I!!rI1J WINDOW SCHEDULE DESIGNATION APPROX OPENING TYPE QUANTITY REMARKS MANUFACTURER PRODUCT EVALUATION EXPIRATION MAX. DESIGN SIZE (WxH) I APO. AGENCY DATE LIRE Q1 1 14196 SINGLE HUNG 1 DOUBLE PANE, IMPACT I PGT 4NOA 17-0630.0 IAMI PA2E I R-30--202D +70 PSF 1 -70 PSF NEARY RESIDENCE PRINCESS CONDD 9650 S OCEAN DR, UNIT 1105 JENSEN BEACH, FL 34957 C:S.m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 SE OCEAN BOULEVARD- SUITE IA STUART, FLORIDA 34996 772-220.4601 W W W.CS M-E.NET CERTIFICATE OF AUTHORIZATION: 29057 ME e+mEm I¢ra2r mZeRv REmm HSAaN calool In O1TmiR ND M6R HEgRR ROIii DEiE %NS Am OP.unGt A•E NT m H R6%OIILID. DatlA C)PIA OR ASSR® m NA' nYA PARR a /trf fOEI tlf YWOt YL950BW a111011f R6i dD O FlSfi[5 �MIIDI RM®011 ARC Dx6Mr Of CY DOOM UG 116 e00�Ellf, nE DGS, AID Lr9R5 �mDRDFD 161do1 AS AV 061MlFNf K RNFS90NL RMLL 6 RIOPFRIY a' C,1 Om®AE. Uf u0 6 NDT m � 10D. a MpE tlt a PNff mR /lrf OIIRR flDhCf aI1101R iK Lalq NAMIOAnIa a CM BbEEA1q UG I aw DIm mm OC COP,RRR MIS I I WITS & comm B I uL w¢1ma Ewu et Itram x nE iF10 ern[ 'm1m/A1ar. ME fp1IRKIW 6 REiOt$iE IYL nE Nl SW6 �A1m RmAa m 111117• R06 �BY:araQama ma1eD D®SD eR DW6fI®I a »a rmB:r k \\`I71111IIII�//// �. S A. Cil� �•, No; 76910, STATE OF - ./i �Yi3/r.. �..• fR�l. � DOES A BIRM JR srt1 rr UNIT LAYOUT k SCHEDULE ter. S-2 NEW DOORS & WINDOW c . - . . a . • - I . 1/2" GYPSUM WOOD BOARD PT. WOOD FURRING (AS REQ'D) PT. WOOD BLOCKING PER PLANS (AS REQ'D) WINDOW/DOOR FRAME PER PLANS PROPOSED WINDOW/DOOR (SEE PLAN FOR SIZE) TRIM OF THE EXTERIOR WALL FINISH AND SELF -ADHERED FLASHING SHALL COMPLY WITH AAMA 711. - STUCCO FINISH - 8" C.M.U. PER PLANS CONC. FILLED CELL. TYPICALL WINDOW/DOOR JAMB FLASHING DETAIL SCALE: N.T.S. THESE PLANS A14D ALL PROPOSED WORK - ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT q MAY BG NECESSARY IN ORDERM COMPLY WIT FI:AL RICAftliCODES,' BUCK INSTALLATION NOTES (AS REQ'D) 1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR EXCEED THE MANUFACTURER'S TEST APPROVALS AND RECOMMENDATIONS. 2, WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENERS OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY ENGINEER FOR THE WINDOW MANUFACTURER IN ACCORDANCE WITH FLORIDA BUILDING CODE, BUILDING & EXISTING; 6TH EDMDN; 2017 rAt Lf-f__r0 3. WINDOW BUCKS ARE TO BE 1X 1x8, #2 S11.YDD.PINE, P.T. PER INDUSTRY STANDARDS. BUCKS ARE TO BE .FULLY BOWER MASONRY W/ SIKA 1A CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE .FULLY BONDED TO EACH OTHER. 4. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4° INTO CONCRETE. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR EXCEEDING REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 5. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. ,rf 3 1/2- TAPCONS R. STAGGERED PATTER (NOTE 4) m 1 3/4- ODD MATERIAL, PRESSURE TREA (NOTE 3) PTIONAL @ DOOR ROUGH OPENING I MASONRY OR CONCRETE J 7 N NEARY RESIDENCE PRINCESS CONDO 9650 S OCEAN DR, UNIT 1105 JENSEN BEACH, FL 34957 Crnm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20B1 SE OCEAN BOULEVARD' SUITE IA STUART, FWRIDA 34996 992-220-4601 .w.CBM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 mBRFER6TIE�T RLmSS Its UN AR) ODRRS a WNDPAm4S xS W m EE RFr90IIDD. OW®. DYED, m Amci®m xn nw rum x xrc mN m N�»uR YYI05(!MR xDdR 140f DRfNDC 1Ni D5T26 FRIIDI Rm®Ol um ramrt a al DE9kIIM. uc mS 00D l DE DEq ND o6ra6 IICLWRAm HOK AS m 1181NDm.T IF RiR661LrDE SIM= 5 PRFFRR IF BI B!M➢timl UC RIC 6 N]i m e IRO. N NDIE m N MRf fxt AN' OIIDR rD1ECl xRpR M x011p NmDrEDEN Of L91 om®DIc. LIG I CAI DEN®.DA UD C R CW5 1 - Z W D6[Nm RD awaa u® DRUX BY: aEU® BC Dlaa oxml a 0 sarE a soN RmaIR k Na, 76910E -_ _------ _- vJ74•. a_ ----Vic`='=. �c r �pQ •• STATE OF = i ,p '•.�LORiDP'. •'�G\a WINDOW/DOOR BUCK ANCHORAGE CHARTS A DOW JR R®I I®Dm xa®w Duml �•� - DETAILS S-3 NEW DOORS & WINDOW MIAMI'DADE ML1MI-DARE COUNTY ii PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Streel, Room 208 BOARD ANDCODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mi amid ad e.aa.•/eceDamr PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 11SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled `Single Hung Window Installation - LIvi", sheets I through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptancenumber and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales; advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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# 16-0714.03 and consists of this page I and evidence pages E-1 and E-2, as well as submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 Page 1 MIAMFDADE MLOH-DADS COUNTY ma PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 BOARD AND CODE ADMINiSTRATION DIVISION T (786) 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaaae aDr/economy EGS International, LLC 3133 S.W. 25� Street Pembroke Park, FL 33009 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: Atlantic Series Aluminum Sliding Glass Door- S.M.I. APPROVAL DOCUMENT: Drawing No. W04-80 Rev L titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited Io sill height per sheet 2. 2. The total tested frame area must not exceed 180 sq.. ft. per FBC requirements. 3. All SGD doors containing operable panel (7) require channel reinforcement (item #31) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. _ RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall' be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wards 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 thejob site at the request of the Building Official. submitted documentation was reviewed by Ishaq L Chanda, P.E. .:ROVED F"Te"a"-'`•' i well. as-- . -- - - - NOA No. 17-121&2I Expiration Date: December 24, 2019 Approval Date: February 15, 2018 Page 1 NEW RESIDENCE PRINCESS CONDO 9650 S OCEAN DR, UNIT 1105 JENSEN BEACH, FL 34957 CSM ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC ana 1 5E OCEAN BOULEVARD- SUITE IA STUART, FLORIDA 34996 772-220-4601 r .CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 TIS ooDMM. RE UUS. Nn NSCIG Perim Hart AS NI NSIaRE1R a' Pa]InSOW141M4 5 PR31U IT N rsl oraErlas uc No N Tar ro a um. Neat as N PN(r TOR Ntt DRY.i FPOELT NRAa PE �aRkM ,ulIDF4Aiol N oI ara®m14 an I c Domifm+0. M cmwlr cM5 1 Ma rs eQA1m RRtuI ro nY1T Nms CaS000 sr. aNeN o�I wux N: amen BC aeea acml SrA r, a auI fliOxl.T /. `\\\\11111q/I,I7` .��x Q�"�'•r,OENS� ��2 �i V.: No.76910 =. STATEOF iilvpr/ti1 OWLES A DkW JR (' 0.41E non N®rmema Rmy a �o NOA PRODUCT APPROVALS smt ' S-4