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BUILDING FLOOR PLAN
c U P.;9,-n„ 1 8'-0" 1 1 ' 4" oe II II I 9'-4" FLAT CEILING I i I I P-Aq-To I I I I 18'0"X 12'0" OPEN WITH HIP ROOF II II 0 1 4'-1 "Of I I 25'-1 " I I 1 2'-1 0" N 7'-6" 6'-7" 5' 3" I ( 1 2'-4" 7'-6" I I 6'-0'' 6'-1 O" 01 II zr'D" li TWIN 3 51 SH Co w I I HB 4" STEP O� DOWN mQ II 3151 SH -„ — ACTIVE PASSIVE n_ — I-------------- CD 0) O z M I I I I I I 1 3' S' I J < VAULTEDCEILING 1 O' O" X 8' 101, 1 O LA 1 0'-3y2 1 4 -9 2 LO 40" KNEFWALL I ( 9' FLAT CEILINGQBRE��f�S? BEDROOM 3 1 2' 0" X 1 2' 8'' O 7 N 1 2 2 ., - m BEZ%ROOM I 00 r- ap 1 1 3' 3" X 1 6' 1 0" 1 I COFFE RED TO 1 O' I r FROM 9' I LAT CEILING I L--------- — — — J TUB ACCF-SS I VAULTED CEILING VAULTED CEILING �z'y�?vG Room �I C— aCI'rCJ fYN — 1 1 4' 6" X 1 8' 1 O" — — — — — — — — — — — - — — — OI O ( 3 4 2 7 6-3' r m - N ; 00 �0 HE vE 4068 BIFOLD bbb N IFO 1 SHELF N -: .� N - - O W N N - d Ln 1 - 1 0'-3'' 3'-2" - Q 1 0 N �I c2 8' O" 5' 8" j _____ L---------- -- SOFFIT — ----- 81 1 X Q � �W I 9' FLATN / 9'FLAT CEILING D� �jlt,�C� BOX COLUMN I~I CEILING I -6 6� 6„ //�,���� , O - _ 4w I I f VER POQ 1 �l c2 c2 t_F 00 J 1 1 5 -_ (D CO w Z 9' FLAT CEILING N �� DITIING O 3 ' 't �O m Ul -1q 10'4"X9'6" 00 W Q z 9' FLAT C ILING 8" X 8"— Z u� BOX COLUMN---' �� zTIFT 1 0'-1 1 " 4,< `STEP 9' FLAT CEILING00 I �� B.%L%i 2 - 1 3' 4" g 0' d - 00 0 LID 4(31 OD c0 � _ 3'-4" _M.ASTl �� B�l'ZJ( 9' FLAT - CLIL ING c� o O` _ N�4I 68m O '— N�U J 00 -3° . Q � �M r- C9 J A 1 SHE - �p _ . �t� 4068 BIFOL[ 3' 4" 2� 7�� 61 3 - 0) cv ON d -- -_ mcn �0 1 SH 2068 rt�s?ER CLOSET 00 9' FLATCEILING 7'-1 1 1, (n N - m 9' FLAT CEILING - BEDR00-M 2 1 2' 0" X 1 2' 8'' N 1 3' 8" 7' T c2 0 _ co � , —� il cool— OW (� Ci TWIN 3 51 SH 6'-0" 6'-0" n0 ('7 Dc )WN 4' 8" - :43 ..... A; (y) N 1 SHELF . SERVICE DISCONNECT 1 4" STEP CD 8C1 gal. CV ot'Nat DOWN ;4 REFRIG 20" HIGH MECH. LINES r PLATFORM Q Ln I E_`N7Ry I 9'-4" FLAT CEILINGATTIC I - I 0 I O x.,. O I ACCESS3-2 I I I 0 .... I oe , N 200 AMP ELECT. METER MAIN WITH CIRCUITS 2 1 8. , 0 iTl 8 COLUMN 3151 (2) 2 X 1 2 HEAD CONCRETE EXTENDS 3 BEYOND FR R MING _\L m 9'-4" FLAT CEILING - 20' O" X 20' 1 O" cv f( :;4 �\ ---- — — — — — — — — — — — — — — I � I i � i I I I I CD 1 6' X 7' Ok-1 GARAGE DOOF 2'-1 0" 1 6'-0" le 2'-1 0" 01 01 6'-1 0" 00, 6'-1 0" 01 7 2 1 1 ' 8" 5' O" 1 3' 8" 70, 52'-0" 70, GENERAL NOTES 1. FIELD VERIFY ALL FIEF I ':ViLNSIONS AND U i lLi 1ILS P RIOR TO CONSTRUCTION. 2. VERIFY ANY DISCREPANCIES WITH THE DESIGNER/ CONTRACTOR 3. OPENINGS CLOSE TO IN SlDE CORNERS SHOULD HAVE A MIN 4" CLEARANCE TO ALLOW FOR CASING 4. CABINETRY AND FINISHES SHALL BE SELECTED BY THE OWNER 5. PLACE EXTRA FURRING RND BACKING TO ALLOW FOR CABINET PLACEMENT AND WINDOW TREATMENTS 8" CM U WALLS AND 1 SHALL HAVE I X PRE UN -GROUTED CELLS FOAM INSULATION. FINISH. INTEKIOK WI DRYWALL. 3-1/2" MIN 25GA MET, BOTH 51 DES AND FAIN SHALL BE INSTALLED C ROOM, AND LIVING AIR SOUND. WALL LEGEND )LUMN5. INTERIOR OF WALLS URE TREATED FURRING. ALL LL BE FILLED WITH EXPANDABLE TEKIOK WILL HAVE STUCCO BE SMOOTH FINISHED PAINTED _ STUDS @ I G" OC. -" DRYWALL ED. MIN K I I GATT INSULATION J ALL BATHKOOM, LAUNDRY A SEPARATION WALLS FOR i i� � �r,, cQ FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #64-SF-17(oayVi & Well # Date: 6/1 /i 9 Hsf.. AR EA C . AL H/C AREA 6b6 SQ.FT. _, T ENTRY 1 14 ". FT. .. C PCARA... T. GE . FT. TA AREA 2466 SQ. FT. rr.. " THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY MELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. / CONCEALED FASTENERS OR ATTACHME,JTS ARE THE RESPONSI91LI1Y OF THE CONTRACt'AR OF RECORD 5 ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPEG11ONS ARE APPROVED Ali ` , B C(? �? r nclf % J1tf, C •> ST. LGC . RFVIF W F,1) FOR C G 'ttf,V1 'N'r. B'V' DATE , (1►FiJS. B-E KEPT ON JOB PL,M, Arm. OR N0 Lr1SPECTI®N W L[•L B>�. i 1t 01 Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600-5300 www. coopere ntl Ic. construction L� ®Z � O � W z 0 Cn W W F- Q ��cvc��tn ON N � CD CD CD Ln I r-4 CD CD CD t CL IF 1 LE # - SHEET # 10 MAY 2017 00 NOTE: SEE WINDOW, DOOR, AND FINISH SCHEDULE ON SHEET EV-2 14 T_ i TT F T_O T7 1 8T_OTT J# 1 IT_4 TT — — — — — — — — — — — — — — — — — — — — Ii II TT T CMU COLUMN 9'-4'FLAT CEILJNG P_Arlo 18TOTT X 1210 "Q OPEN WTH HIP ROOF Ii II 25 T_ I TT 1 ZT _I OTT IgT_:STT TT T TI 0 12'-4 _(57T 6T_O — (5T_ 1 OTT II it I He 41' STEP II II Q I Il- DOWN 177 s�K 12T-4 TT .0 z j I 1 0 1 00 FD �5 T_-7 TT 1 :BT_bTT :DI !2)' F L;,,'%T C E I L I N G < Al BEDROO- .3 1" 04 1 2T OTT X 1 2T 8TT C) I?EDROOM I Uj I 3T :BIT X 16' 1 OTT F F E RE D TO , L OT Uw zi LT -I9 fOM T 'LAT CEIL.ING z 0 � Ili A TLIB CESS 01_3CTT :3T_2TT I 00 _j 00 (0CL 0 00 0 11, % `Z.0 TT 3 011 ril TT 11 1�-6 > Ti5 ul 1�011 % D68 % % rx 2068 C 9' FL AT ING CEILING 00 CEIL Ij 0 U Cf) JQASTEIA -j 108 cf os ET LID Sv F!, ALiNG w :� 9'FL T C- fl- 11 U-WT?q 7 T 00 —17 �10 TT 4 TT 00 1 00 QQ v _j TT Q0 0 LIJ I- i EP 2X4 WALL SERVICE lip ZZ T STEP DOWN �16H DISCONNECT of WateASH TT :BOTT H. & li 11 R E F RIG a LINEc 71:11-JE7E !ARA:Tj1:0rJ IN AC" r RDA�JC_� ��-ARAI__41ET`, HOUSE ARATION IN A(_-CORDA�JC:EVATH 3Z--7:.a RESIDENTIAL FE:k- Lf TTJ C C4 ATTI C ACCESS ACCESS L L Ii 3811 or 20D AMP ELECT. 12 T_67T METER MIN WITH CIRCUITS GOT-4 T. =T CEILIN-:]i 42� 0 20T OTT X 2(:)T I OTT 2 1 T_eTT % --------------------- X 7'OH GARAGE DOOR 40 __OTT op 16T o,2 or 2, 17_BTT GTT 0 12T_2TT N./.A.ULTED CEHJNG CfVIXG ROO�hl TT T -1 TT (5T T _31T X 181 1 OTT _&T 14 �* 2 C\j — — — — — — — — — --- — — — \//_�UT i k_7 �_-ED CEILIN'S 1 OT OIT X ST 1 ON 2]6 T _I TT co E5 4068 BIFOI-F- EHj 102A I SHELF 1% BIF FI-AT CEII-ING TT Q��j 0 TT 1 . :BT-4 w ff 101-91, (0 G) '%�� I A38 BIF(--)L 306e 0 W/ EL IT w j IFO I _LAT ST-4 TT 1�0�0 x 0 T_4TT _:BTT STT Ld 6 T_'71T T r) ;0 :BT-4TT 2 T VAULTED CEILING. �0 A730a -1 DJT_ 17 CP 10' 4"X 9'6 z- b LLJ IOC I OT_ 1 1 TT TT P �it 1 4 STEP ,i '�-i -' DC)VvTl j 0P z t4 E _01T CE) h-_OTT T_8TT . (5T 4 .10 0 0 �1 E—VI-Ky G — . 0 C-4'-4'' FLAT CEILINO r6T-., 4T8- D 71� I 0 T_ 1 OTT I I T_STT T_OTT I T FAC I r� F LOOR PLAN ,,ALE' 1/4tt1 FT _OTT N or N I 1 00 1 ' :BEDR00_%f I 2T OTT X 1 2T 8TT (q _ J]BT8TT STIWX 16" D CO,4CRETE BEAP�4 ::ONCRETE EXTENDS 3 1T BEYOND COLDMN AND BEAMS 6T_ I OTT IST 67 1 OTT v. ...... < Z - ---------- U-1 12 I Lj 0 GENERAL NOTES C3 z x 1. FIELD VERIFY AL -FIELD DIMENSIONS AND UTILITIES PRIOR 110 CONSTRUC-110N. > __j < Lj_ 2. VERIFY ANY DISTREPAN C1 ES WITH THE DESIGNER/ CONTRACTOR o < n- w U M 0 3. OPENINGS CLOSETO INSIDE CORNERS SHOULD HAVLA MIN 4" CLEARANCE 7-0 ALLOW FOR CASING M D 0 Vj LL_ V) Z L 4. CABINETRYANE FINISHES SHALL BE SELECTED BYTHFOWNFR U ry Uj ctf < 5. PLACE EXTRA FL RRING AND BACKING TO ALLOW FOR CABINET PLACEMENT AND Wl N DOW TREATMENTS U Lj �--< V) z(ry C z WALL LEGEND q — L 8" CMU WALLS 64D COLUMNS. INTERIOR. OF WALLS-5 SHALL HAVE I X PRESSURE TREATED FURRING. ALL LJN-GROUTED CIfLLS'WILL BE FILLED WITH EXPANDABLE FOAM INSULATION. EXTERIOR WILL IAVE STUCCO FINISH. INTERIOR, WILL BE SMOOTH FINISHED PAINTED DRYWALL. GYPSUM BOAR ) MATERIALS TO BE IN ACCORDANCE WITH R702.3. I OF THE 20 14 FLORIDA RESIDENTIAL CODE. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR: WALL AND CEI LI \1 G FINISHES (SECTION 302.9) Sheetrock Gy!5pum Panel Flame Spread 15, Smoke -Developed 0 INSULATION (5:-:CTION 302. 10) Icynene K-30 Flame Spread 25 or le5e, Smoke -Developed 450 or Ie5�, Owene, Corning K- 1 3 Flame Spread 25, Smoke -Developed 50 2X4 5PKLICE STUDS @ I G' CC INTERIOR WALLS. 112" DRYWALL BOTH SIDES AND FAINTED. M I N K- I I BATT INSULATION SHALL BE INSTALLED ON ALL BATH KOO M, LAU N D KY R.00 M, AND LIVING AR SEPARATION �, -/ALLS FOR SOUND. ELEVATION 9' -1 A. F.F. DOOR OPENING ELEVATION W—O" U, 713 HARD CASE CDINCRETE NAIL 2-1/4"LG). 24" O.C.MAX. SPACING -Y 2 X 4 P.T. 83TTOM PLATE INTERIOR WALL DETAIL 11 SCALE: 1/,T 11-011 SQUARE FOOTAGE*. LIVING H/C AREA 1666 SQ. FT. TOTAL H/C AREA 1666 SQ.FT. FRONT ENTRY 1 14 Q. FT. BACK PATIO 216 Q. FT. GARAGE 470 Q. FT. TOTAL AREA 2466 Q. FT. TOTAL H/C VOLLJME 16,763 CU.FT. ENGINEERED WOOD TRUSSES 0 24' D.C. MAX. DRYWALL W/ TEXTURED FINISH NON -SAG 112" THICKNESS, CEILING 2 X 4- TOP PLATE DRYWALL 112- THICKNESS. WALL (BOTH SIDES OF 2X) 2 X 4 STUDS 9 15" C.C. FINISH FLOOR Design By Cooper Enterprises 4.0, LLC Cooper .0 ' LLC 2511 SVV Regency Rd. Stuart, Fl. 349917 772-600-5300 www c stru ct Jor, ooperentl1c.construction 4" CONC. SLAB 4' all _4.. LLJ C. 00 C) > z rn 17 N-0 73 C) - 0 a) IT U U 4- 0 M FILE # ■ 83 J U LY 2017 F.F. 0'-0" 12 6 9' BEARING 18' 3" PEAK FIBERGLASS SHINGLES FIBERGLASS SHINGLES 'BEARING 1 1-61t F.F. 0'-0" 12 6 FIBERGLASS SHINGLES 12 6 FIBERGLASS SHINGLES RIGHT STUCCO LAPPED SIDING • MIN I'I I'I 9' BEARING F.F. 0'-0" FRONT 4" BANDS AROUND DOORS & WINDOWS 18' 3" PEAK STUCCO LAPPED SIDING 9' BEARING BACK STUCCO FINISH—' 4" BANDS AROUND DOORS & WINDOWS 12 6 FIBERGLASS SHINGLES 1 1-617 OPEN PATIO F.F. 0'-0" F.F. 0'-0" 12 6 I F PT 12 6 FIBE�2GLASS SHINGLES STUCCO FINIS 4" BANDS AROUND DOORS & WINDOWS 12 6 FIBERGLASS SHINGLES 4" BANDS AROUND DOORS & WINDOWS 371-$ CCO FINISH 12 6 FIBERGLASS SHINGLES 1 '-6" F.F. O'-0" FIBERGLASS SHINGLES 12 6 OPEN PATIO SCALE: 1 /4" = V-0" Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600-5300 www.cooperentllc.construction 12 6 11-611 Oz O Ld a z O co W L LJ Q LJ� Q z 0 a U w F- w wCO 1Q.- LL- 0 N � 0 ,aj 4-j 0 CA I C%4 CoUj '> 00 M . r. U .1 0 0 0 IV u r-1 CL 0 0 X 0 U X U FILE # M SHEET # EVM 1 9 JUNE 2017 WINDOW SCHEDULE NOMINALSIZE i ROUGH OPENING MUNTINS FINISH MANU- MODEL9� I LOCATION i --- - I COLOR ELFV WINDOWSERIES ---'FACTURE H ARDNA/A RE MATERIAL TYPE NOTES CODE WIDTH HEIGHT WIDTH HEIGHT V� I !T N/A PC:T NY1 1, 4 B 25 39-3/2 T N/A v "'YL C D 33 38-1/4 1 8-1/2" 40-5/8' i N/A D W T7 W41' P 7 ,j Y 1 1,3,4 --""A �,p%yl_ 0 N F 11T, tS x f; N/A I %V I I T- %Y! I i NOTFS: 1. IMPACTWINDOWS SEE NOATESTR PO RT, P ROV I D E D BY MA% J FA CTU R ER 2. 3310.1.1ALL EMERGENCY ESCAPFANT) RESCUE OPENINGS SHALL HAVEA MINIMUM N7CLFAR OPENING 0': 5.7 SF 3. VERIFY MASONRY OPENING SIZES WITI I MANUFACTURER PRIOR TO CONSTRUCTION 4. ALL WI N DO BUCKS WI ILL BE 2X4 PRESS URE TREATED MATERIAL �D BACK (D FRONT 0 9 WINDOWTYPES SCALE: 1/4" = 1'-011 EXTERIOR ALL FINISH NOTES: 1. ALL EXTERIOR WALLS WILL BE SMOOTH FINISH STUCCO 2. TOP OF WALLS WHERE IT MEETS SOFFITS OR CEILINGS WILL HAVE 4" STUCCO BAND 3. ALL WINDOWS WILL HAVE 4" STUCCO BAND 4. BACK PORCH FAMILY ROOM EXTERIOR SLIDING DOORS WILL HAVE 4" STUCCO BAND 5. FRONT DOOR WILL HAVE 6" STUCCO BAND 6. ALL SOFFITS WILL BE SMOOTH STUCCO 7. HARDI BOARD 8. ALL EXTERIOR CORNERS WILL HAVE 4" STUCCO BAND TRIM 9. WOOD COLUMNS AND BEAMS WILL BE CEDAR TRIM FINISH FINISH SCHEDULE ROOM NUMBER ------ - ---------- I I 100P ROOM NAME IYPI` FRONT LANAI 8 F(: REAR LANAI Bk T__ N I r,I WALLS FINISH WINDOWCASIN BASE TYPE CEILINGS TYP E H E IG HT A F P NOTES: SEE BELOW 51 E W r,]7r TYPF�,IIL SL: SIZE TYPE r VD J/ �'j 1 1 08�s P"A"D 11 1 1 688 �j� 1 688 T' 688 !0 1/4" 688 1 688 1 "A 1) 1 688 mo'p(,,�� "A"i, ]'I t"A", 88 688 SL 2 101A tl 10) A 1_04 I 0S 1 t 16 rr 10 (71.01117T D w I� I I MOO 10 1 vil) BE! 4io 110) v,�! I IM I BA I 1 POOMWITCHEN WD MA"11 I R l", I f 01!00 PA WD I,tvs I B;I 11 VO 00 CI W�li r 14 CT_ I A f IN 01 I �00 NJ WI) P Ci'A' 1,+ w PGW PCjW P(1W PGW Pc;vv P(_11vv P(v1 P(AN iW PM, PGV V V� _ _114 3-114 3 PWIL) P WI) FWD K P1 P GV..' 1, , I 1(L �W K P T 11 GAN 9. 1 K111i KI)] P, KP I P� A!� I' KD1 P(-, 91-1, 9, _r, KDT KPTPr_",V VARIFS 1 1.2.4 KPI P( q 4 Jw 1,(-w 1 1, P M31 vv PGA, DGW 3-11, vv 1%, PGV11 )(73101 3-V: WilliI 11 PG; 3 - 1" 1 1 1 114"' V� V4, .1 V 1) P'1!1v`0 PWD PWD PWD PWD 109 110 PININGROOM WO P (7, tAj PGW PG1`,` PIGW t P(71 PGVV _)T v, t------- FINISH LEGEND GA RA G E PWD 7 BFC: BROOM FINISHED CONCRETE PVVD: PAINTEDWOOD S1_: STUCCO CEILING (T: CERAMICTILE P (},A,1: PAINTED GiYPS1 JIM WA LLBOARD SL: STUCCO WAIT KDTPGW: KNOCK DOWN TEXTURE PAINTED GYPSUM WALLBOARD WD: WOOD/ LAMINATE S_B: STUCCO BAND NOTES 1 PROVIDE MOISTURE RESISTANT DRYWALL 2 PROVIDE DUROC K OR EQUIVALENT BFHI NDWAI L I-ILE IN SHOWERS 3 TILE BACKSPLASH ABOVE COLINTERTOPS 4 PRIMEALL DRYWALL ANDAPPLY 2 COATS OF PA TNT (COLORSELECTED BY OTHERS) DOOR SCHEDULE SIZE DOOR r [,oh. - FA NOTES: Wi r)TH HFICtff TIT K MA- F!Nj!-,H HDWARE TYPE BRAND ELEV. MDL# MAT------- r. 1 11\11'4r THOLD "Y' IVyO N I I - I I" r"ll/N A _i_D 1- CLOs11 T - ---P ( --- - -d-_ — —_ i 4 A!A 11 E 101A HI S�' M1 v N/A I I I N -- --- ----- [M 'Y" PAINT ORB ['IT MASONITE P, 6PANI I WI) PAI N2A BEDROOM 1 ENTRY Tj W)A fl,'01`41 WA P, I rof,�sONI I A 6PANI I BCD /'(LOSI I 0 w, 1�11 TL A BEDROOM 2 F NJ RY MASONI B 6PANI 1- V,1 f N --j 6 1 1 81. !""]Nr NfA M �ONIIF N11- N/ A NIA N'A HA 11 RATH ILI N1 N A 6PA Iv vVi tlI N,0. Ill I I`OAA)N I I I 6PA N1 I NYA N/A IIAII IININ p 6 1W 141 l-INT ORB 11-Ill I I vV II"sIN i N/A HA 11 BAT 1 F I RY [(),j 2' 9' 'A" i 'iNf ORB PH rv`!A'�ONITF 11 hPo"NI-1 V) I 1, 1`4 1 N/A PANTRY 6 181 T ORB PH MA",O N I I E R 6PANFL will" Irtal N/A I'AASTER EN II Y h' 1('w ll INI ORB I'MASO N I I T, 11, 0PANI-1- WD !,Alill N/A t.IVAILRCIO'd- I — ------------- I 1( PAINT ORB Pil NIA IX-) N I I I NIA BA III I NJ -BY 100" 0 IS' i I( PAINT ORB PH NIASONITIL 1) 6PANI I WO I 1,"d II N/A NVt IT 11 (. 1,0',, [ I I— I IN PRY E N f PY [f N/A f 9' W-W r'dNI ORP, PH r.,IA N I 1 9 I-PAN11 "N 1) F i'),; f. FU I N 1 0 1'1'� PIT I'X Pl P14 t 1 l r,4 I At I RON I DOOR "N I !Ill FX, 1!4, V\ R i rvil ;�INJ -A vv F, A L A( F R' ICE 110 10 1 l" I f Of Ii'i INI I if 6AFW%tDOOR v! r1jy! II/A �Cr PGT PATIO SCII-1 DOOR LEGEND AL: ALUMINUM HCM: HOLLOW CORE METAL PKT: POCKET SGD: SLIE ING GLASS DOOR BE: BIFOLD HCW: HOLLOW CORE WOOD SCM: SOLID CORE METAL FG: FIBERGLASS ORB: OIL RUBBED BRONZE SCW: SOUDCORE WOOD FR: FRENCH PH: PREHLING WD: WOOD NOTES I DOOR HARDWARE TO BE SELECTED BY HOME OWNER 2. INTERIOR DOORSTYLES TO BE SELECTED BY HOME OWNER 3. DOOR CASINGS TO BE SELECTED BY HOME OWNERS 4. PREHLING DOOR ROUGH OPENINGS ADD 2" TO NOMINAL WIDTH AND 2-1/2" TO NOMINAL HEIGHT DIMENSIONS 5. POCKET DOOR ROUGH OPENING DOUBLE NOMINALSIZE OF DOORANDADD 2", ADD4-V2" TO NOMINAL HEIGHT DIMENSIONS 6. VERIFY EXTERIOR. DOOR ROLIGH OPENINGS WITH MANUFACTURERS SPECIFICATION SHEETS SCALE: 1 /411 = 1 1-011 Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, Fl. 34997 772-600-5300 www.cooperentlic. construction 9 JUNE 2017 S&S FOR ST. LUCIE CO. BUILDING DEPARTMENT PRODUCT APPROVAL CHECKLIST SCALE: 1/411=11-011 Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, Fl. 32616-0562 352-214-7300 tomaudit@windstream. net 7,017 z 0 (L Fr U U) w Q z 0 V) w Uj 0 Tf 0 z LL_ I (if 0 0 ®W 3: D 0 C1 0 L.J :z a: C) V) C'4 ILLI CYN 4-J 0 ON Ln C cu rz 4-J Uj O <U 00 > (D CPI. > 4T 0 rn C: • Lj_ r , C C 0 (U -q � U r U CL CL X 0 X L4-J _ 0 X 0 U X U_ C SHEET EV- 9 JUNE 2017 1200 CFM 180 CFM 16 X16 8xio 110CFM RETURN 12C 12X6 50 CFM ILIN EXHAUST 7 CFM I 2X6 SERVICE P NA DISCONNECT '.200CFM 14 R ETU RN DUCT VEF" 3CV 'HIGH M ECHANI CAL PLATFORM 2X4 SPRUCE STUDS@ 16" O.C., P.T. BASE PLATE- KNEE VVALL X 30" TALL, 3A" CD X PLWVOOD PLATFORM TOP, SQVARE FOOTAGE: LIVING H/C AREA TOTAL H/C AREA =2'*NT ENTRY A, '.X PATIO wil M 45 *\'A G E TOTAL H/C VOLUME NOTES - MECHANICAL 1. ALL WORK PERFORMED AND MATERIALS P_ROV,1DED SHALL CONFORM TO THE FLORIDA BUILDING CODE (2014) 5th EDITION / REZ-4111DENTIAL 107.2.1 FLORIDA BUILDING CODE (2014) 5th EDITION / BUILDING 107.2.1. HEAT PUMP SYSTEM CONSISTS OF wl 470 Q. FT. 2466 SQ. FT. 16,763 CU.FT. 1 3TON-17.00SEER YCG36B21 3 TO YORK LX SERIES AIR-COOLED CONDENSING UNIT R-410ASINGLE CIRCUIT COO -ING WITH SCROLL COMPRESSOR, 208/230-1-60 ARI 48875741 1 AE42CX21 3.5 ON YORK AIR HANDLER WITH PROGRAMMABLE VARIABLE SPEED ECM MOTOR, 21 " WIDE CABINETTXV TO BE FIELD INSTALLED, VER__ICAL DRAIN PAN INSTALLED,208/230-1-60 1 S,1-1TVMBB1 R-41 0A BOLT -ON TXV KIT 1 W6K0802B 8KW Electric Strip Heater COOLING OA DB / WB 90"F 178 "F, 127 Gr/lb, T-STI\T 75.0"17, 50% RH) 66 Gr/lb, 61 Gr/lb Jiff. HEATING OADB/WB 42F/35'_'F,T-STAT 70.0F FLORIDA BUILDING CODE 5th EDITION (2014) REST ENTIAL TABLE M1507.4 MINIMUM BATHROOM EXHAUST= 50 CFM INTERMITTENT DESIGN COOLING LOAD AND HEATING LOADS PER ASHRAE Std 90.1-2007 - DESIGN COOLING LOAD= 31,659 Btuh (26,842 Btuh Sensible, 4,917 Btuh Latent WITH VENTILATION) DESIGN HEATING LOAD = 12,862 Btuh (12,862 Btuh 5 )ensible) 2466 SQ FT UNDER ROOF 1666 SQ FT HEAT/COOL SCALE- 1/411=11-011 Thomas E. Audit Florida Professional Engineer License No. 31419 1 PO Box 562 Alachua, Fl. 32616-0562 352-214-7300 flomaudit@vvindstream.net 28 JULY 2017 LLJ z 010"00 z10 > C) j LL_ �— LLJ < i- M x C) CL IL CJ u- 10 Z12 —1z < LLJ U (f) z —I UJI r U a_ C:11 < ........ . - -------- < 0 0 00 0 01 v) (U 00 ( > ON > "IT C 'n� A— 0 ".� L_ x C, X S 1-d E LET �. ZWO W 3�< L_ a .�F Wo 50L' a �U � QU LL 880 aLLj � LL Sl DISC (-! ) 200 AMP E METER N WTH CIRI UTILITY CO. UNDERGROUND NOTES - ELECTRICAL 1. ALL WORK PERFORMED AND MATERIALS PROVIDED SHALL CONFORM TO THE FLORIDA BUILDING CODE (2014) 5th EDITION / RESIDENTIAL 107.2.1, FLORIDA BUILDING CODE (2014) 5th EDITION / UILDING 107.2.1. NATIONAL ELECTRICAL CODE (NEC), 2011. 2. FOR 20 AMP CIRCUIT USE #12, #1 2G CU CrHHN-THWN) WIRE 1.8 KVA LOAD PER 20 AMP CIRCUIT 1 /2" METALLIC OR FLEXIBLE METAL C NDUIT 3. A) ALL 120V, 10, 15 AND 20 AMP BRANCH C RCUITS SUPPLYING OUTLETS IN STALLED IN DWELLING UNIT FAMILY ROOM , DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAUL r CIRCUIT INTERRUPTER COMBINATION -TYPE, INSTALLED TO PROVIDE ROTECTION OF THE BRANCH CIRCUIT (NEC 210.12(B)). B) TAMPER -RESISTANT RECEPTACLES (NE 406.12) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED N 2011 NEC 210.52, ALL 125V, 15 AND 20 AMP RECEPTACLES. PANEL CALCULATION PANEL C ULATION (EXAMPLE) KVA DEMAND LOAD 14.4 KVA D MAND LOAD TIMES 1000 TIMES 100 DIVIDED BY 240 V DMDED B 240 V XX AMPS 60 AMPS ELECTRICAL PANEL 200A 120/240 VAq lO AIC 10,000 GENERAL LIGHTING & POWER (2399 SF AT 3 VA 3F) 7.2 KVA WASHER 1.5 KVA DRYER 4.0 KVA REFRIGERATOR 0.4 KVA FREEZER (ALLOWANCE) 0.4 KVA RANGE 8.0 KVA DISHWASHER 1.2 KVA DISPOSAL 0.9 KVA SMALL APPLIANCE OUTLETS (2X 1500 VA) 3.0 KVA MICROWAVE 1.5 KVA WATER HEATER 4.5 KVA 32.6 KVA 1st 10,000 VA 10.0 KVA 10.0 KVA BALANCE AT 40% 0.4 X 22.6 KVA 9.1 KVA AC UNITS (1) (1-HEAT STRIP) 8 KVA X 65% 5.2 KVA [AC 3 KVA OUTDOOR UNIT; HEAT STRIP 5 KVA F R LOAD] 24.3 KVA 24.3 KVA X 1,000 /240 V = 102 A ALLOW FOR 65% EXTRA CAPACITY USE 200 AMP METER 200 AMAIN BREAKS ,,' - MAIN METER. (3) #2/C THHN CU & (1) #4 THHN CU GROUND ` C 0( IN 2" CONDUIT ELECTRIC PANEL METER (1) #10 Cu GROUNDING ELECTRODE LIFER GROUND TO FOUNDATION STEE WALL LEGEND 8" CMU WALLS AND COLUMNS SHALL HAVE I X PRESSURE TRF UN -GROUTED CELLS WILL BE FI FOAM INSULATION. EXTERIOR FINISH. INTERIOR WILL BE 5M( DRYWALL. 3-112" MIN 25GA METAL 5TUE BOTH 51DE5 AND PAINTED. M SHALL BE INSTALLED ON ALL E ROOM, AND LIVING AREA SEP/ SOUND. INTERIOR OF WALLS ,TED FURRING. ALL -ED WITH EXPANDABLE 'ILL HAVE STUCCO DTH FINISHED PAINTED @ I G" OC. 2" DRYWALL 1 R I I GATT INSULATION THROOM, LAUNDRY :ATION WALLS FOR ELECTRICAL FIXTURE LEGEND STANDARD 110 V. OUTLET SWITCHED OUTLET 0211P' WEATHER—PROOF OUTLET 0-- CABLE TELEVISION OUTLET No. PHONE OUTLET (ZE 220 V. OUTLET GARAGE DOOR OPENER STANDARD LIGHT FIXTURE —" HIGH EFFICIENCY FLUORESCENT LIGHT UNDER CABINET LIGHTS c? LED CLOSET LIGHT WALL SCONCE EYEBALL CAN LIGHT { RECESSED CAN LIGHT EXAUSTN FAN W/ LIGHT FIXTURE 0 IEXAUST FAN DOUBLE FLOOD LIGHT S SWITCH sD DIMMER SWITCH S3 3 — WAY SWITCH SLID SMOKE DETECTOR © CARBON MONOXIDE DETECTOR I + CEILING FAN W/ OR W/OUT LIGHT FIXTURE PER PLAN SQUARE FOOTAGE: LIVING H/C AREA 1666 St). FT. TOTAL H/C AREA 1 666 SQ.FT. FRONT ENTRY 1 14 SQ. FT. BACK PATIO 216 SQ. FT. GARAGE 470 SQ. FT. TOTAL AREA SCALE: 1 /4" = 1'-011 Design By Cooper Enterprises 4.0, LLC 2511 SW Regency Rd. Stuart, FI. 34997 772-600-5300 www.cooperentllc.construction 2466 S,Q. FT. O VJ z 0 u! w x z C F- a- 0-1 U U) 0 F- LU LL1 I U) Z 0 W Ld F" 4 r- N CQ 'd- oo J _U I— W _I W I W r 0 4� 0 4-J 0 N W 1 I' �. N 0 > Co 0 .> .> d. 06 M O U_ T .. O C= 0 (L) -I- L M V 0 L. sue.. U U. CL FILE # SHEET # Eml 9 JUNE 2017 NOTES - PLUMBING 1. ALL WORK PERFORMED ��ND MATERIALS PROVIDED SHALL CONFORM TO THE FLORIDA BUILDING COIC)E (2014) 5th EDITION I RESIDENTIAL 107.2. , FLORIDA BUILDING CODE (2'014) 5th EDITION / BUILDING 107.2.1. 5tr 11%. 1-3 I C7 t C.IVI HOUSE FRONT FACING ROAD PLUMBING LAYOUT 2„ A"v V.T.R. )PL"' LAV. TUB 2" 2' W/C 2"-- X , 3" MASTER BATHROOM H H ,C SHOWER 2" KITCHEN 2' SINK , 2" SINK I i 2" GARAGE 3" C.O. 1 H.B. 3. H.B. Y2, H H.B. C TUB v'^H Y2 2WATER BATHROOM #2 CONNECTIONY2 W/C Y2� I I "' )J KITCHEN TUB yH C SINK- SUPPLY: SHOWER H Y2 Y2HOT (DHW HEATER) COLD (UTILITY MAIN WATER Y2' W/C C H Y2' � MASTER Y2I. AV BATHROOM Y2l LAV. RH Y21 EFRIG C KITCHEN DISHWASHER Y2 SINK t GARAGE YI 3/ y H C Y2, PLUMBING SUPPLY USER NTS WALL LEGEND LAUNDRY WASHER 8" CMU WALLS AND COLUMNS. INTERIOR OF WALLS SHALL HAVE I X PRESSURE TREATED FURRING. ALL UN -GROUTED CELLS WILL BE FIL ED WITH EXPANDABLE FOAM INSULATION. EXTERIOR WILL HAVE STUCCO FINISH. INTERIOR WILL BE 5MOlDTH FINISHED PAINTED DRYWALL. 3-1 /2" MIN 25GA METAL STUDS @ I G" OC. 2" DRYWALL BOTH SIDES AND PAINTED. MI R I I BATT INSULATION SHALL BE INSTALLED ON ALL BAFHROOM, LAUNDRY ROOM, AND LIVING AREA 5EFAFATION WALLS FOR SOUND. WASHER J LAV. 2" LAUNDRY Y2' GARAGE WASH SINK y2 „ 2" BATHROOM #2 4" W/C TUB 2" MAIN FLOOR TO SEPTIC SEWAGE SYSTEM PLUMBING WASTE RISER SQUARE FOOTAGE: LIVING H/C AREA TOTAL H/C AREA FRONT ENTRY BACK PATIO GARAGE TOTAL AREA NTS 1666 SQ. FT 1666 SQ.FT. 1 14 SQ. FT. 216 SQ. FT. 470 SQ. FT. 2466 SQ. FT. SCALE: 1 /4" = 1'-O" Design By c: Caper Enterprises 4.0, LLC. } 2511 SW Regency Rd. p7; Stuart, FI. 34997 F_i 1 772-600-5300 www.cooperentlic.construction 0 CL U W W 0 I- Llj 0 z m J D_ 011.1 CA Q) r O O 4-J O (A W I I' L- CV Q � � O DC •> 00 U. � C ® CCU r - e U M CL o O� O U X U..o. CIL FILE # SHEET # P-1 9 JUNE 2017 200ANIPELECT. METER MAIN - WITH CIRCUITS 2 181-01, THIE ENED E —"A" CMU COLUMN 36" X 36" X1 8" D MONOLYTHI C------ SPREAD FOOTING (5) # 5 REBAR EACH WAY Lij 3" MIN. CONCRETE COVER. w I z z �c LU Uj (U LLJ 9'-4" FLAT CEILING 12'0" P-ATIO U 18, 011 x 12, 011 OPEN'AlITH HIP ROOF PORCH SLAB TO HAVE sHT BROOM FINISH AND LOPED PER FOOT 4" STEP DOVVN -7-77 ------------ FOOTER "B" FOOTER "A" �ITEP DOWN r0' ER 0 LL LL Control Joint LL Deep Minimum —16'- 6 h, w- e, (1) #6 REBAR CONTINUOIJS AROUND R EC ESS WITH 8" WID E THICKENED EDGE. . m3r... 11 3 4" Lf Uj Ld z FOOTER "E7 STEP DOWN (-,7ARAGE 4" STEP Ir4TERIOP WALL DO'AN 314 15-', NO!i�-BEARING REFRIG LINES fr F',[,,/-.T CEILING (7--ARAII5E 01 20T 01T X 2 ()T 1 C)TI ILL LL Qv < 0 < Ct LLJ < 0 �0 (-D Lij M Z (. D < FOOTING I 6'X 7'OH GARAGE DOOR 21 u-0" Finish Floor Slab 4", 3000 PSI CONCRETE WITH FIBERMESH OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 21500 PSF MAX. SOIL LOADI NG r —F 0 0—T E —R " B—" STEP DOWN 4" STEP Fr-)1—TFR"B" DO%NTl �-iVVN PORCH SLAB TO HAVE UOHT BROOM FINISH AND j7j"�y SLOPED J'PER FOOT Ci;-,4'' FLAT CEIL i f, r THICKENED 177 EDGE "A" v-9. THIOKEND I EDG "A" I TT 12 CMU COLUMN .-3 16--8" 66"X35"X18"DMONOLYTHIC SPREAD FOOTING (5) # 5 REBAR EACH WAY 3'' MIN. CONCRETE COVER. MONC-)LITHIC SL-�,B FOt.-INDATIC)N S(SALE: 1/4" = V-011 [-'kN] 0 0 Cij LU 177 11 All 1 --6'- 10' 131-811 ill'-011 181. r9l, 12 6 PRE ENGINEERED TRUSSES 24"ON CENTER SIMPSON HETAL 20" STRAP EACH TRUSSJ810# UPLIFT, ARCHITECTURAL SHINGLES LATERAL LOADS F1 =415# PERP. TO TRUSS, F2=1 100# OVER 30# FELT PARALLEL TO BOTTOM TRUSS CHORD OVER 5/8" CDX PLYWOOD. R-30 ICYNENE SPRAY INSULATION R 3.7 2)X8 CEDAR FASCIA AND 1X2 PER INCH OR GREATER, NON VENTED ATTIC DRIP 1 81"OH 1/2" DRYWALL STUCCO SOFFIT Z: EXTERIOR STRUCTURAL SUPPORT WALL 8" CMU BLOCK WITH VERTICAL #5 BAR AND 3000 PSI CONCRETE FILLED CELL STUCCO TEXTU R E FINISH TO FOOTER @ 48" O.C. 9" "LAPPED SIDING" 1/2" DRYWALL WITH 1" FURRING 9 STRIPS TO C M U BLOCK 1'X445 REBAR HOOK @4- O.C. 5-1/4" BASE TYPICAL 4", 3000 PSI CONCRETE WITH FIBER MESH z OVER 6 MIL VAPOR BARRIER OVER 3 CLEAN COMPACTED TERMITE TREATED w: SOIL 2,500 PSF MAX. SOIL LOADING 41 O.C. 411T 20"D 18"VV X 20"D MONOLYTHIC FOOTER. tr SHOWN WITH (3) # 5 REBAR CONTINUOUS 18"VV 3" MIN. CONCRETE COVER FOOTER "All WALL SECTION WALL SECTION - MONOLITHIC SLI'Af3l F(DUNDATION 1'X 445 RE BAR HOOK @ 4- 0. C. SCALE: 1/211 1 1-011 7 BOTH SIDES EACH OPENING 3 4' C. 2 4111' 4" 47 11-81, -1--d Id 18"VV X 20" 1) MON 0 LYTH IC FOOTER A 18"VV X 20"D MONOLYTH IC FOOTER SHOWN WITH (3) # 5 REBAR — SHOWN WITH (3) # 5 RE BAR CONTINUOUS CONTINUOUS --6-- 3" MIN. CONCRETE COVER. 11 6i1 3" MIN. CONCRETE COVEFU FOOTER "A" 01-411 A .A 4 -F, 0 T ir--'-'R 81 STI-P- DCNVIN BEARING -F0C-,;11NG GARAGE 18"VV X 20" ) MON OLYTH I C FOOTER SHOWN VV TH (3) # 5 REBAR 1 CONTINUC US a 0 4 3" MIN. COhCRETE COVER. I 8 'A ■ / ---- 'I', . .. --- :� 4'- 11-011 12"VVX 12"D THICKENED EDGE (2) # 5 REBR. CONTINUOUS --o.- L 3" MIN. COOCRETE COVER. ED-GE "A" Li1-611-� (1) #5 REBAR CONTINUOUS AROUND RECESS WITH 8" WIDE THICKENED EDGE. =A 18"VV X 20"D MONOLYTH IC FOOTER. SHOWN WITH (3) # 5 REBAR CONTINUOUS 3" MIN. CONCRETE COVER. $ 1 7' � 1, 1 —N B E A R 1 1PO 0 "1 1 1 ,,� AT SHOWER RECESS 1 6" 36" X 36" X1 8" D MONOLYTH IC mp SPREAD FOOTING (5) # 5 REBAR EACH WAY 3" MIN. CONCRETE COVER, SPREAD i OOTING MONOLITFIIC,:-,,; B FOUNDATION FOOTEFDETAILS SCALE: 1/211 = 1 1-011 SCALE- AS NOTED NOTE- ALL FOOTERS AR 3000 PSI CONCRETE WITH FIBERMESH OVER S) MIL VAPOR BARRIER OVER CLEAN COMPACTOD TERMITE TREATED SOIL 2500 PSF MAX. DESIGN SOIL LOADING Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, Fl. 32616-0562 352-214-7300 tcbmaudit@vOndstream.net 28 JULY 2017 Uj tr C-) 0 Ca OL 0 0 0 z0 to �— 0 �10 LLI T-w�� 00 z z 0 CD > Ld 00 Ld LO 0 M U W Lij F— Q 0 W Ld I I I V) f Id C) 14--r gg > > 4 C11 Q� 14- �01 1> ?10 X L�- FILE # 2 1' 4' 2COAMP E LE C I METER WIN WITH CIRCUIT -81, ---------- 81rl CMU R-I--..-0CKWAL1-,---S S I I = 1-011 CAIL.'E.. 1/4 1 I BEAM ID 1 LOCATION Li-1 I I iN 10,N J U I L D I [%C 11- k1I R 0 M 1V'-01' I 37f-88" E A" M SCH EDU LE REINFORCEIVI-J1 rfPF TOP OF BEAM SIZE ��E 130 T OTHER REINFORCEMENT NOTES TOM (2' w-, IE"P L4 '1z' 2) �1- L blot15 CAST-CRETE LINTEL SLHLL)ULE MARK QT111, LENGTH SAFE GRAVITY PLF APPLIED SAFE APPLIED GRAVITY UPLIFT UPLIFT COMPOSITE NOTES PLF PLF PLF 1052.5 1222 107 606 491 176.5 143 173 288181F24-113/1'T A E D 0 0 R 484 12241 -3 5 5. 5 1: F 2 2 - 0 N T 8672 2 4 21 611F 3681 -036 1 174 1609 5 1 2781 7 1 4'- 6 8060 OMINAL EIGHT PRE ENGINEERED TRUSS 24" ON CENTER ARCHITECTURAL SHINGLES OVER 30# FELT OVER 5/8" CDX PLYWOOD. 2X8 CEDAR FASCIA AND 1X2 DRIP STUCCO SOFFIT (2) - 1' X 4- #5 REBAR HOOK EACH COLUMN 18"OH #5 FIELD ADDED REBAR AT TOP OF COMPOSITE U-LINTEL 1`011\1. (1) REQUIRED+ MIN. 1-1/2" COVERAGE 3000 PSI CONCRETE FILLED QUANTITY OF 95 FIELD ADDED REBAR AT BOTTOM OF U-1-INTEL CAVITY FOR GRAVITY LOAD 12 6 F7 BEAM -IFYP�E' DESII&�A'TICN FILLED'VVITH 3000 PSI CONCRETE U = UN -FILLED QUANTITY UF #F5 FI1ELE5 ADDED REBAR AT BOTTOM OF U-LINTEL CAVITY FOR GRAVITY LOAD BF24-1 B/1 T NOMINALWIDTH L QUANTITY OF #5 FIELD ADDED REBAR AT TOP OF NOMINAL HEIGHT COMPOSITE U-LINTEL FOR UPLIFT LOAD, SIMPSON HETAL 20" STRAP EACH TRUSS,1810# UPLIFT, LATERAL LOADS F 1 =415# P E R P. TO TRUSS, F2= 1100# PARALLEL TO BOTTOM TRUSS CHORD R-31 ICYNENE SPRAY INSULATION R = 3.7 BEAM PER INCH OR GREATER, NON VENTED ATTIC 3211 p (2) PER COLU MN 18"D A.4 `1/2" DRYWALL EXTERIOR STRUCTURAL SUPPORT COLUMN 12" CMU BLOCK WITH (2) VERTICAL #5 BAR AND 3000 PSI CONCRETE FILLED CELL TO FOOTER. 9111 74 8" VV x 16" D BEAM AT TOP 4", 3000 PSI CONCRETE WITH FIBERMESH OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL 2,500 PSF MAX. DESIGN SOIL LOADING :31 36" X 36" X1 8" D MONOLYTH IC 36 SPREAD FOOTING (5) # 5 REBAR EACH WAY 3" MIN. CONCRETE COVER. ,SPREAD FOO-'FING 12" CMU COLUMN COLUMN SECTION - MONOLITHIC SLAB FOUNDATION SOLE: 1/2" = 1 ; -0" SCALE- AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, Fl. 32616-0562 352-214-7300 tomaudit@vAndstream.nei- L— ---'I 9 LIJ I-- LIIj z 0 V) a_ 0 0 0 zto 0 0 M V) Ld Lj Z< 0 0 z 0 CD N > w I co Uj C CN r z 0 F- CL EE U (f) LLI a W Uj :r 0 U 0 -j M 00 V) lot U-j > aj > U- �j >< 0 XL.. FILE # - SHEET # ON 28 JULY 2017 e I'. I SERVICE 3CcONNE, Ii AMP ELECT. =TER. MALIN - 'H CIRCUITS _ 71-08-00 1 !1 11-08-00 5-00-00 11-04-00 CONCRETE EXTENDS 3" LE`i OND FRANIING TRUSS ENGIINEERING LAYOUT " TRUSS DETAIL LIST I I TE; RC I IA MANUFACTURE,I[�FA TURD TRUSSES USING MITEK TRUSS ENGINEERING TRUSS LAYOUT AND TRUSS ENGINEERING SHOWN ARE FROM ROMA / MITEK CD C:) CD O LA ter, 0 CD Q CD CV T I-. TYPO A TrLbs List runs Reactions f� C1 1791b-3001b 321b 5 Ih 69 Ib-20 Ib Ci A 37 Ib-161b 221b-25 1b 17 lb-11 Ib C3 2101b-2441b 671b-70 Ib 32 1h01h -3B 1091b-51 Ib 761b-921b 421b-13Ito 3T 2121b-2431b 571b-391b 501b-171b CS 2761b-2611b 1251b-1471b 61 Ib-2 Ib 58 183Ib-87Ito 130lb-1601b 67lb-16Ib C5T 281 Ib-2591b 113lb-116lb _ 11--30Ib f J56 2931b-267lb 139113-1651b 681b-41b J7 346 Ib-2881b 180 lb-218 Ib 88 I13-91b Gr� J76 3461b-2881b 180 Ib-218 Ib 88 Ib-9 Ib 1 RT 353lb-2861b 168lb-1881b 104lb-381b 56 441lb-453Ib 2981b-3791b 154lb-451b K7 547lb-4951b 1241b-1721b 352lb-2171b 7T 566lb-5281b 443lb-3251b 621b-901kj T01 9681b-7111b 21801b-14811b 145lb-5731b T02 1212lb-9621b 1127lb-811 Ib T03 1212lb-9621b 11271b.9'11 Ib T04 1212lb-9621b 1127lb-8811 Ib Q ¢ I T05 12121b-962lb 11271b-811 Ib T06 1226lb-9671b 1119lb-8061b If1 T07 1156 Ib-7 99 Ib 1118 Ib-793 Ib T08 1160lb-799Ib 1115Ib-874lb r Li T09 2324 Ib-1916 Ib 2444 Ib-2146 Ib T10 9941b-7101b 994Ib-722Ib — T11 9941b-7101b 9941b-722 lb 12 10161b-7191b 9841b-7131b 13 1018lb-7171b 9851b-7431b 14 1084lb-862Ib 984lb-856Ib 15 20481b-1808lb 2106 Ib -1909 1 b Tr ss List `dANUI`AL7URIR SIVIP 50W IICTA-20 16 4841lb-39361b 5882 lb-4476 lb 17 884lb-7251b 8011b-576Ib 18 883110-7241b 8831b-7241b 19 1 66 3 1 b-14 72 Ib 1663 Ib-1 472 Ib 20 20561b-1833Ib 3040 Ib-2567 lb 21 565lb-4891b 736lb-549lb 1781b-1031b 22 252lb-3031b 1583lb-1431 Ib 896lb-861Ib 23 747 Ib-626 Ib 7471b-r;2B lb 24 135 3 1 b-12 00 Ib 1353 Ib-1 200 Ib `v%-ALL LEGEND 1 - I 8" CnrIU'WALLSAND COLUMNS. INTERIOR OFWALLS SHALL HAVE 1Y, PRESSURE TREATED FURRING. ALL UN -GROUTED CELLS WILL BE FILLED WITH EXPANDABLE FOAM INSULATION. EXTERIOR WILL HAVE STUCCO FINISH. INTERIOR VOLL BE SMOOTH FINISHED PAINTED DR`WALL. 2X4 SPRUCE STUDS@ 16"OC INTERIOR WALLS. 112" DRY''JVALL BOTH SIDES AND PAINTED. MIN R-11 BATT INSULATION SHALL BE INSTALLED ON ALL BATHROOM, LAUNDRY ROOM, AND LIVING AREA SEPARATION''WALLS FOR SOUND. SQUARE FOOTAGE: LIVING H/C AREA 1 666 SQ, FT. C 01` ECTI . I'SCHEDULE _- TCOTALH/C AREA 1666 SQ.FT. —711-1 TCAP CITY C1-013RCAPACITY N.AILI\G 'EVAIKS FRONT ENTRY 1 14 SQ. FT. 81 2 1> 1 1 J BACK PATIO? 216 SQ. FT. GARAGE 470 SQ, FT. TOTAL AREA 2 166SQ. FT. 1 I GENERAL NOTES: 1) ALL CONNECTORS SHALL BE INSTALLED PER MANUFAC URER'S STANDARDS. VERIFY PRIOR TO INSTALLATION 2) TRUSS TO TRUSS CONNECTORS SHALL BE SPECIFIED A D SUPPLIED BY TRUSS MANUFACTURER 3) PROVIDE- FILLEDVERTICAL CELL INMASON RYWALL AT GIR DER LOCATIONS 4) TRUSS MANUFACTURER SHALL SUPPLY ALL SITE -SPECI IC TRUSS ENGINEERING 5) VERIFY UPLIFT REQUIREMENT WITH TRUSS ENGINEERIN SHOP DRAWINGS PRIOR TO INSTALLATION OF CONNECTORS 6) INSTALL MOISTURE BARRIER BETWEEN WOOD TRUSSES AND MASONRY SURFACES SCALE- AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 s Alachua, Fl. 32616-0562 35" 214-7300 tomaur '�'Andstream.net 0 0 I 0 F- J z � 0 w ✓71- � Q L T Cj CL AJ i— Z �z V co N > I Gs W H CV �- '�� I— ::D O J V) V) D Of H 0 LLj 1 (j 4 �-- ) FILE # �'._i E E- 28 JULY 2017 ENGINEERED ROOF TRUSSES @ 2'-0" D.C. 5/8" X 4' X 8' CDX PLYWOOD SHEATHING SEE NAILING SCHEDULE SELF —ADHERING POLYMER MODIFIED BITUMEN SHEET COMPLYING WITH ASTM D 1970 APPROVED ROOF COVERING, MANUFACTURER TO PROVIDE •`, APPROVAL DOCUMENTS AND INSTALLATION INSTRUCTIONS \1LjhLLLL \ Al TYPICAL ING SECT ON SCALE : 3/ N �_Of RIDGE TRUS ROOF SHEATHING PLAN SCALE 3/'8" = 1'—D" oil a ZONE 5 5I_0?+ WALLS COMPONENTS AND CLADDING SCALE : NTS NOTE: ROOF SHEATHING NAILING SCHEDULE, 8D RING SHANK NAILS WITHIN 48" OF HIP EAVF 6" O.C. @ EDGE, 6" @ FIELD WITHIN 48" OF RIDGE — Ei" U.C. @ EDGE, 6" @ FIELD WITHIN 60" OF GABLE EAVE 4" O.C. @ EDGE, 4" @ FIELD ROOF ZONE 3 — 4" O.C. @ EDGE, 6" @ FIELD ALL OTHER AREAS 6" O.C. @ EDGE, 6" @ FIELD RIDGE LAVt M_11�11 I MA TRUSSES @ a,—O" O.C. TYP. 1ADFD AREA DICATES 60" OM GABLE ID EAVE STRUCTURAL GENERAL MOTES STRUCTURAL DESIGN WORK I� IN ACCORDANCE WITH THE 2014, 5th EDITION OF THE FLORIDA BUILDING CODE AS ADOPTED AND SUPPLEMENTED BY LOCAL ORDINANCES. DESIGN DATA AND CRITERIA 2.1. LIVE LOADS (PSF) 2.1.1. 20 TCLL 0 BCLL 2.2. DEAD LOADS (PSF) 2.2.1. 7 TCDL 10 BCDL DURATION FACTOR 1.25, SPACING 24" O.C. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PRE-ENGINEERED TRUSSES 2.3. WIND LOADS (CHAPTER 16, SECTION 1609 FBC 2014, 5th EDITION) 2.3.1. CODE: ASCE 7-10 2.3.2. WIND VELOCITY 170 MPH (ULTIMATE) 2.3.3. WIND VELOCITY 132 MPH (NOMINAL) 2.3.4. BUILDING CATEGORY II 2.3.5. EXPOSURE C 2.3.6. ENCLOSURE FACTOR CLOSED (INTERNAL PRESSURE COEFFICIENT GCpi = +/- 0.18) PARTIALLY ENCLOSED PORCHES, INTERNAL PRES. COEF. GCpi = +/-0.55 2.4. DESIGN SOIL PRESSURE 2500 PSF 2000 PSF MINIMUM) USED FOR STRUCTURAL LOAD ANALYSIS. SOIL COMPACTION REQUIREMENTS SOIL SHALL BE PLACED IN LIFTS NOT TO EXCEED 1Z. COMPACTION OF SOILS OBTAINING A MINIMUM OF 95% OF THE MAXIM LIM DRY DENSITY AS OBTAINED USING ASTM D 1557-12 METHOD C MC DIFIED MET THE PROJECT REQUIREMENTS FOR STRUCTURAL SOIL BEARING CAPACITY. CONCRETE AND REINFORCIN (DESIGNED PER ACI 318-08) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PER TABLE R301.2(1) WEATHERING (NEGLIGIBLE), TERMITE (VERY HIGH) MEAN ROOF HEIGHT 30 FT MAX. (13 FT. - 8 IN. AS DESIGNED) DESIGN WIND PRESSURE 72.3 psf WALLS COMPONENTS AND CL DDING PRESSURES CONVERTED TO Vasd ACCORDING TO R301.2.1.3 ZONE 4 +31.2, -35.7 psf ZONE 5 +37.7, -45.6 psf Ik] 4'—Q"a ZONE 4 2 1 --- 41-Q'1 1 ZONE 2 l� (r 3 Ir, 3' 4'-Q,� -Q" ZONE ZONE 4'-Qf, ZONE 2 1 2 41-Q}I ZONE 4'-Q,v ZONE r 2 2 1 1 3 ZONE SCALE : NTS t. 5�ft - + 3.4/-34. 50 S `eft - + 2.3l -.3 . 0 0 sqf: - + 11.,4J-3 2. �:2) 20 sgft + . /-5 .' o sft: - +.'-4. of - + 1 .. /'- . 1 3 2 ONE 4'-O'v ZONE IING NAILING ZONES 3 ZONE 3 ZONE AS NOTEF-) Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 I Alachua, FI. 32616-0562 352-214-7300 tomaudit@Wndstream 28 J LY2017' 0 U to 10 -- W CO z�w co n w w��', C Q �cc Ld r_ pp@@jj -ex:aze�1 �., b 4 0 > 9 O FILE # a� 0 FLASHING - DOOR / WINDOW STEP 1. APPLY SEALANT PRIOR TO BUCK INSTALLATION. STEP 2. APPLY SEALANT AT INTERFACE OF BUCK TO CMU AFTER BUCK INSTALLATION. STEP 3. WET FLASH ENTIRE BUCK AND CMU A MIN. OF 8" ON FACE OF EXTERIOR WALL, STEP 4. APPLY SEALANT AT WINDOW FLANGE TO DRIED - WET FLASH SURFACE ON OUTSIDE EDGE OF BUCK. TO FILL SHIM SPACE BETWEEN DOOR JAMB AND BUCK, APPLY EXPANDABLE FOAM. NOTE: - SELF ADHERING MATERIALS (WET FLASH) SHALL COMPLY WITH AAMA 711. - SEALANT SHALL COMPLY WITH AAMA 800 OR ASTM C920 GRADE NS OR GREATER. FOR PROPER JOINT EXPANSION AND CONTRACTION. R703.8 FLASHING. - EXTERIOR FINISH SHALL BE SEALED DIRECTLY TO WINDOW FLANGE OR DOOR JAMB.. 2X8 PT WOOD BUCK SIDES AND TOP FASTENED TO BLOCK AND BEAM WITH 1/4" TAPCONS 12" O.C. DOOR FRAME SIDES AND TOP FASTENED TO BUCK AND THRESHOLD INTO SLAB WITH 1/4" CEMENT SCREWS THROUGH FAC"-ORY HOLES OR PER MANUFACTURER'S SPECIFICATIONS. MINIMUM S(,jREW EMBEDMENT INTO BI-OCK, BEAM, OR SILL 1-1/211 . WALL DETAIL {�,f.;n►� SCALE: 1-1/2" POURED B N11-11 BEAM POURED CONCRETE MASONRY CELL PT 2X4 WINDOW BUCK FASTS k- WITH 1/4" TAPCONS, 14'" O.C.) 1-1/2" EMBEDMENT INTO POURED CONCRETE COLUMNS AND BEAM ALUMINUM WINDOW FASTENED THROUGH EACH FACTORY SUPPLIED ATTACHMENT HOLE TO WINDOW BUCK PER MANUFACTURER'S SPECIFICATIONS. WALL DETAIL - WINDOW SCALE: 3/4 111111 = 1'-0" S/p" MIN. STUCCO FINISH Ct 1U LINTEL -SEE LI 4TEL SCHEDULE FL 4SHING 2 P.T. WD. BUCK F STEN TO CMU A ACHMENT AS P PF ODUCT APPROV) F ENCH SLIDER-SI D OR SCHEDULE a:.1acguj FF ENCH SLIDER -SEE D OR SCHEDULE AITACHMENT AS PER PF ODUCT APPROVAL C AULK @ FRAME CONT. 2 P.T. WD. BUCK F STEN TO CMU F SHING — ___ G OUT FILL CELL # BAR @ ALL 0 NINGS CH SLIDER -SEE 2 SCHEDULE AiriACHMENT AS PER P DUCT APPROVAL SLIDPE WALK AWAY FF40M OPENING --- A z e D D 1/ " FIBEROUS ENIP.JOINT u: RIGID INSUL. (R5.4) 5/8" GYP. BD. FURRING STRIPS @ 16" o.c. HORZ. ATTACHMENT AS PER PRODUCT APPROVAL FIN. WOOD CASING INTERIOR ATTACHMENT AS PER PRODUCT APPROVAL - FIN. WOOD CASING FURRING STRIPS VERTICAL @ END .e. a 5/8" GYP. BD. Qua` RIGID INSUL. (R5.4) -� 1- - ---- THRESHOLD PER � D CONC. SLAB - o, SEE FDN PLN n > 6 SILL;' MANUFACTURER � GROUT FILL FLOORING- SEE !r FIN, SCHEDULE DOOR -HEAD-SILL-JAMB SCALE: 1-1/2 111 = 1 1.011 MIN.STUCCO C U LINTEL- S E BEAM SCHED. P.T. WD. BUCK STEN TO CMU AULK @ FRAME NT. NDOW-SEE PLAN NDOW-SEE PLAN S PE STUCCO SILL A AY FROM WIN. E GE F SHING CU LINTEL -SEE BEAM/ LI TEL SCHEDULE FINISH -SEE PLAN AULK @ FRAME NT. P.T. WD. BUCK >TEN TO CMU G UT FILL CELL #5 BAR @ALL OP NINGS HEAD RIGID INSUL. (R5.4) 5/8" GYP. BD. JP FURRING STRIPS @ 16" o.c. HORZ. N i _FIN. WOOD CASING WOOD HEAD W/ PTD FINISH -- \ ATTACHMENT AS PER N.O.A \>-- SILL ATTACHMENT AS PER N.O.A. - - --- 2x P.T. WD, BUCK FASTEN TO CMU VERIFY w/ OWNER FIN. WOOD SILL �I \� FIN. WOOD TRIM FURRING STRIPS @ 16" o.c. \ g RIGID INSUL.(R-5.4) 5/8" GYP. BD. n JAMB VERIFY SILL W/ OWNER WD JAMB W/ PTD FINISH FIN. WOOD CASING FURRING STRIPS VERTICAL @ END 5/8" GYP. BD. RIGID INSUL. (R5.4) WINDOW -HEAD-SILL-JAMB 01111 = 1.011 SCALE: 1-114 1 SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, 9. 32616-0562 354' - 214-7300 tomauditoq.windstream. net Oz r W z O co > W L.LJ Q z o O 10 _ o � a r� v CO W 0 w JO Z w (n \11LL� 0 ,i CD 4-J M CD LLJ .0 j>N • ! 1 � 0 1 0 X 0 • FILE # SHEET# S-5 9 JUNE 2017 M1IAMI-D:,",3Vj$ MIAMI-DADE COUNTY "M 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) T www.mJShmidadt.Zov/econow1 'p-6T 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 AT4J (in areas other titan Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposeg. If this product or material fails to perform in the accepted manlier, re er, the manufacturer will incur the experts e of such testing and the AHJ may immediately. revoke, itiodify, 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 11PGT1' Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, 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. 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. 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 and renews NOA# 14-1105.01. and consists of this page I and evidence pages E- I and E-2, as well as approval document mentioned above, The submitted documentation was reviewed by Manuel Perez, P.E. NOA No, 16-0218.03 _ni IN$ Expiration Date: May 26,2021 .1 Approval Date: April 14 2016 Y41111 Page I DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MAYBE rITHfR,T,HE_ t H R N STANDARD 4 AID .IMIS.ET MULL T MA CLIP MAYBE .ST. INSTALLED BY 4 T T. T. HIS METHOD 4 A EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-168 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows _ +31.2/-35.7psf +70/-110 Psf - P!T SH 5500 16-0714.03 7/8" LIG Anchored thro,,,ijh frame directly in!.,, 2x Buck Di i. "A" Mullion to 2x.�, Fi,-,Ack Anchored through frame dii �Tl�� nil,,, 2x Buck Mullions 31.2/-35.7psi P� , T 6300JR PW 5520 16.0218.03 5012.12 7/8" LIG Fixed Glass 31-2/-35.7psf +70/-70 psf PGT Block Glass Skylights Sliding Doors i"31.2/-35.7PSf +92/-92 PGT SGD-5570 15-1210.01 7/8 LIG Detail 2 into 2x4 framing or Buck Swing Type Doors +31.2/-35.7psf +50/-50 Therma Tru Fiber Classic 7347.1 Through frame into 2x4 Buck French Doors +36-4/-41.4 AMARR Olympus 3200 21867.2 N/A Per Installation Instructions Garage Doors +31-2/-35.7 Hurricane Protection 1 94 `,,.,"Ult N/A Roof Ventilation Unvented Roofing Material + 1 3.4/-73.8ps Tamco/TriBuilt ilt-w 18355.1/16048.1 Per Tamcci Product Approval/ Underlayment Self Adhering Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: seal Design Prof- Cert. No. Date: MULLION -MULLION SEE SHEETS HOLE < LOCATICIS EDGE DISTANCE ;,rIFOIR 11WO, .CREWS .250 ' MAX FOR ALL MULLIONS DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR \ THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES, TYP.ANCHOR PER SUBSTRATE, SEE TABLES IB-1613 EDGMND DISTANCE SEE TABLES ID-168 AttuMIENT� "OT"": - SEE NOTE SHEET 1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3, 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO iW S.S. AGGREGATOR MASONRY ANCHORS, 4 ..�DG5 NCE FOR -- MASONRY ANCHORS jutl /,-MULLiON FffTYP. ANCHORckuo AN' -PEFt SUBSTRATE, IT'TAOFIMENT SEE SEE TABLES 10168 U. Y OTHERS C14 SEE NOTE 1, SHEET 1. Z •0 MIN 2,7 KS1 EDGE LLI CONCRETE OR CJ4U ___I_DISTANCE, W SEE SEE TABLES = 3: EDGE DISTANCE 18.168UO R FOR MASONRY W < 0 ANCHORS M U) 8 SIDE VIEW Z to fn o EtTNERI HE TW STANDARD OR 0 6 OFFSET MULL Z do CLIP MAY BE INSTALLED BY No !Wz THIS METHOD, _J A 4 4 7YP. ANCHOR ",--PER SUBSTRATE, SEE TABLES 1B-168 BUCKSTRIP AND ATTACHMENT BY OTHERS, EMBEDMENT SEE NOTE 1, SHEETI. MIN2,7 KSI CONCRETE OR CMU FRONT VIEW PROO(ICTREVISED as complying, Willi go FINA11 Building Code Acceptance NO L�,, imition P.It By Miamitrodu IIII 10" , INN N No.58705 e 4ir, V] 16 CLt 0 A. Lfli MILLE , , �.E. FL P.E.# 58705 TABLE 1A Mullion Capacity TWa ilh%M'l Opening Width (for ver1ica1Vsparyir4gmL810T* TO in 00 in �u In I In 120 In W in imtsingul Rellan"r II-Trapridang, Rectangular Trap/Triang. R�Iarqiuiar Trapffdang RectarigiAw TrWTO,,,, TraprVierig. "J'Ax T1.Pft1IU "Y"an lowing Loadrig Loading Loading Loading Loading Loading Loading Loading Los .,g ng Loading Loading Lwiling, Al _&T 11� E 8 T 1 40 104, 319 55,9 408 104,0 319 46.6 408 104.0 319 39,111 319 4W 104.01 319 1 312 0 248 1 48.0 312 63.2 61. 3.5 1 _77- 312 61.3 1 244 1 37.5 312 61.0 244 31-2 -112 -61,0 2-44 26.8 -312 244 2,3,4 312 164.0 1 244 I I x 2 x.126 Alum, Tube Mul ton 50 In BO In Rectangular Loading TreFirroang. Loadirig Retionow Loadng Traollang. Loading 1 1 42 1 1111,111 408 129.6 332 93.2 408 "a in 46 in 14 9 74.9 3 2 312 819 26B 62 1`3.4 252 1. 150.6251n 63,9 281 2.1_ 70.6 234 63.2 28t 011 226 5.6 281 65. 7 224 1 39.0 281 52.1 222 13&5 261 50.1 220 31.9 281 49.3 219 26.6 281 49.3 21111 22,11 28t 49,3 1 219 2110 281 491 219 54 In 52.8 247 67.5 207 43.9 247 49.5 M 7.6 2,47 444 ag 199 32.9 247 41.6 106 29.2 247 39.4 194 2&3 247 36A 193 21,9 0 247 XI 193 11i.-S 38.1 193 116.4 247 36.1 193 C J411 Win 38A 200 [4 41.2 170 35A 168 7.4 200 E224 31.5 163 24,0 200 269 1W 21.3 200 21A 159- 192 2W 25.9 07 16.0 200 25.0 156 03 In 33A 101 35,3 155 27.6 181 30.3 1152 3.7 181 26.9 149 20.7 181 24,5 146 1114 181 228 144 14LO 181 21.7 143 66 In 28,11 165 30A 142 1 24,0 165 1 130 6 165 18.0 145 21.0 IU 72 In 22,2 139 23.3 1120 1 10.5 139 19,111 111) 116.9 1 139 11.6 1 1,18 76 In to, 125 19.7 1 100 16,7 126 16.0 101 _+1 76 In 5 1 " 1 11 1 I I I _I I Anchor Clip Pattem Anchor Type: 31101 Bea on 1A* Eko LWOW 5114"Eko Ultracon 3118*0: Ullracon IWEICOURFacon RrSSEIG*15/i6'Eto AW*GaW UK.0- V4.1� A00101 MOSHM SO-05) 1113281" Screw(GS) #12S1W Sonaw((35) T-me (in), 11. -ire 1. ;F,7 3�ilg` 1' 2-1tr 2 3-118r 0.46' 0, sw4e' 0C 8�.!:Wor. G_ 1(2)26Angl,-I Ig 3;' 0, 4do.121, tftr. I AnChol 1p (Fig t Iba 2Ach, i. Q IAF Mn, O.0 I i CA,p (Fig 611 240 gas i V, • f-W, WA 1-TV all. ? 1.11r l4w 1.1/4' 1. 94b N/A 1-3/r -1w Miss _T844 Wo 270 flas 2W The 354 Iba 740 W �74 The 684 IbS 30 Ris 442 Ibs SWIbs MA NIA WA �Ibl WA NA WA NIA 662 In 112011is 00 Iias 15M RD& 1896 Ras UO 4* 560 IbS WA 760 Ilis 748 to SW Ibb 1892 Itia $82 Val 845 The NIA 112o rbS 7150rs i�A WA 14A WA WA WA NIA WA NIA WA WA WA 351ba 1 Olt 187 U 332 gas EN4 2 21 IbI --ibo -Ibs '22 Iw Ibs I WA I WA I WA WA I WA 1 WA .1. + 44 4 �: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATIERN AND ANCHOR VALUES AS THE STANDARD CLIP ii X ANCHOR CAi ANCHOR CAP.- MULLION CAP--,--) USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -I 1.000. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. C [:_ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 2.000" ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2'X.12W MULLION tr THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. SCALE: AS NOTED Thomas E. Audit ,I Florida Professional Engineer License No. 31419 PO Box 562 Alachua, Fl. 32616-0562 352-214-7300 tomaudit@windstream.net PRODUCT REVISED as complying with the Flo" Building Codc .fi.b3 Accep "'No •Cl 1 P. u8fi V By NN FL 158705 1`7 -7 a* 4-J e M. CL 0, X Ul X� LL. FILE # SHEET 28 JULY 2017 �z 2 D 0 5; 36 X = .E� 5: X 2 : Ili < ir . 0 i �;;A � W i YO 6 a � � M # W UJ , W " P Wo a . ;e ? :,Mwo Fes} �, R ,- * 6.Z C0 D l zap ?1%CN Im, 5 M3 � - g i - 1 --- I-- - - 1-1 )l �kqk i 1 1 == k ! �1_� I ! !;-'m n! 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I 0 OZ . 10 I i 1�a I . , I I I--= ======:=::==nr,_-��,�,----_--g , I I X - - - -= - - 'I !, I f Y] C:z-:: = .-,----., - ''. -" M� �j �� V " - 0 , - . 2 . I � ff, 9 X � i 1 - � - __ �__ _ ____T___.:_,_ - LU 9 - "�, - `1' J, I I I -�- R: - I fl I� < LL31 � ___� �__ .� �5 � __ I r> - I _J Ar_ I a I< (Lt - 1--: - ) __ I z I " 6 rr /", 0 m� I . . - LLF 40 2 , �� '� 12 . w! * _= .. - - U) A () , �'J 1 0 I . b�o I - � < � _1i I - F I I MIAMU I I MIAMI-DADE COUNTY , =4 PRODUCT CONTROL SECTION . 11 805 SW 26 Street, Room 208 1 1 1 VIPARTM ENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 331175-2474 130ARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE .Q�PA)__ www.miamidarlexiov/eco - nom Y - PGT Industries 1070 Technology Drive, North Venice, FL 34275 SCOPE: I . 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). is NOA shall not be valid I . The Miami -Dade (In Miami Dade County) and/or the AM (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 ARJ 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. I DESCRIPTION: Series "5570/277011 Vinyl Sliding Class Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (T.M)", sheets I through 21 of 21, prepared by manufacturer, dated 10105/15, signed and scaled by A. Lynn Miller, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: . 1. See table 1 (sheet 7) and table 2 (sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official, ' LABELING- Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and 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 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 entiri:ty. 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 and renews NOA #15-0409.02 and consists of this page I and evidence pages E-1, E-2, & E-3 as well as approval document mentioned above, ' The submitted documentation was reviewed by Jorge M. Plasencla, P.E. I -E) DE t. I NOA No. 15-1210.01 MIAMI 1 , , . El d? ,C\�%. Fipiration Date: April 14, 2021, z\ I. Approval Date: March 3,2016 1 Page I ,0111111ifj, i" &_7 / , _.�'-- Z::t -%I� - 1. I .... W �- - :W_!� tE- i � ;i , _:��T. -1b, 5R-.: , _0�.; -:: � - - - - , ,- `-,-g, , . . __...-- I � < i , " I a � 6 1 11 I � V R . 3:0 N � W - k .-� b. . _J W Y zr` V,7 all .141 ,,,I � . 0 - ? ,� . >>� W I a \ I r, g; S, . ,V 0 �u III L! 8 WW V �0_ t� 3: 0 8SO's a E 9, , z �4 @ ; (L 0 Q:E,k . .9 1% = 0 I .= . A . V. LU V ? " UJ C4 IL ,I M z .1 I !z 3: — o �� - LLI W - - Y_ L I > Lu iB I -0 �R I Vft "a I =1111 I aw q A AM zmw, I P, s I 6 1 5,1 . 2 I 0 � i Y 11 z I t '1 0 Ir i & < 0: 0 0 I I , , U. � 0 : m4b �- - 0 - . (n I J) z < _MR X X UJ X 06 _1 I — I 1� 01 �_: . < (n to I.- z UJ - ii,n z cli I U 2; 1 C, I Wq _- X a @ L_ 9 _J - - V 0.2 �kW V i - C _J � Z W 0 , I �_ 6 �2 > < _J I 1: >- o 9 z I? 0 U3 Z:. - W ' ; > 4C - I ; a co W> _J 0 X a. UJ uJi 3: L & _J' _1i 551 � - , - - X < ��, z 0 , It le I / as UJ � — -- I ---- 14P iiAll", - _____�����___ - X I I- Ili z � I I 1 0 . - � I 1, � � 2 H 13X')Od I 1 --- ___ ___ _ -1- m - 1, el- 12 �. I , - �%' I . . , N 8 , . H _1 1 i 2 f / ", , I , 1;) Ir R? -1 Z - --) JU - � 0 ,X o 1 ! I 7,2 <�20 d a , � Q UJ z UJ < ILL I - I 0 §1- 0 17A00ti SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, Fl. 32616-0562 352-214-7300 tomaudit@windstream.net r >_ - X 0 F- W z 0 (1) 51 < Ld z I I I I I 0 W > > Lli LL1 X 1 - < 0 - 41-1 z 0 L.L. X U U) W 0 f— W co W a: I (n 1_ W W X (A _J < > 0 0 W_ CL —Z CL Z < LAJ l_ (n (1) < :D L 0 00 X Z CL < I I I 1`1_1 I 0 &q� 0% 4-i 0 _J V.. (A 011� (1) 1 (z C) tA UJ I IV (1) 00 C%4 W L_ a (10 or- -0 .1 C) X U rn *r— (U 4:t 0 0 X 0 M __ 0- FILE # - - _N SHEET # S—� 9 JUNE 2017 MIAMI I�M iKIAMI-DADS COUNTY �, ry, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOIJRCF.S (RE 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 'T (786) :115-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NUA www.miamtdade,gvvJecnriol_1 .. •..-..____ __._._......_.- __.._._._._.._..__ ______._........_.........- 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 A v g Ju sd icti n ( a HJ). Miami -Dade This NOA shall not be valid after the expiration date stated below. The a ade County Product Control Section (In Miami Dade County) ty�and or the AHJ (in areas other than Miami Dade County)resera the right t t r quality assurance purposes, If this product or material fails to to have this product or material.tee ed for q a ty as c p rp perform in the accepted manner, lire 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 "5500" PVC Single .Hung Window - L.M.I. APPROVAL DOCUMENT: NT• Drawing o. MD-S5500-01 titled "Single « i n le Hung Window Installation - f,M", sheets I through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by AnthonyLynn Miller Py., bearing the Miami -Dade County Product Control Revision an stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant t LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries, 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 x x the performance of this product. no change in the applicable building code negatively affecting p 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 germinate 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. INSPFCTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its the request of the Building Official. t h e distributors and shall be available for inspection at the job site a q g This NOA revises NOA# 15-0519.05 and consists of this page l 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. 16-0714.03 MIAMI rX L i 6ura=Y fj11 f(t�t � � Nxp►ration 10ite: Only 30, 2020 ' , ✓ e°n e {-.-;. , of , ..�.'K , !' i'`�. ( Approval Date: August 18, 2016 7 ,#11Pagel 6/9/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 FL # Model, Number or Name 1_ .._..._..... - -- ---- - ._ .._ _.. - -... -... -- - .. .. -1_..._......__ 18355.1 Glass -Seal, Elite Glass -Seal, Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge and Vintage Hip and Ridge Shingles -_ ..-......I. .................. ........ . . Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Description __ "-......_._...-..__ ..__._....--_--..__ _-_ ASTM D 3462 asphalt shingles and hip and ridge shingles Installation Instructions FL18355 R2 II TBP150.01.2 FBC 20-1-4 Product Evaluation _ReaQrt Shi gles.Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes /valuation Reports i R2 AE TBP1001.2 FBC 2014 Product Evaluation IX port Shinoles.pdf Created by Independent Third Party: Yes Bark _ :-1 Contact Us :: 2601 Blair stone Road. TallafisFL 32399 Phone: 850-487-1824 ssee The State of Florida is an AA/EE0 employer. copyright 2007-2013 State of FlorAQa• :: Privacy Statement :: Accessibility statement : r Refund Statement request, do not send elec' address released m re to apublic-records I i- f r t w r -mail response req Under Florida law, email addresses are public records I you do to ant your e W Y Y 4 want to Sectio,• mail to this entity. Instead, contact the office by phone or by traditional mail. If you have am questions, please contact 850. 87.1395 *Furs email address if the h- one, 4 F.S. must vide the Department with an Y 55 4 7 Florida Statutes, effective October 1 2012 licensees licensed under chapter pm P 55 2 5 i d Sta pte ( 1, public r do not wish to supply a . 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SERVICES, LLC Manufacturer: TAMKO BUILDING PRODUCTS 220 West A" Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE 5T" EDITION (2014) Issued December 142015 Quality Assurance: 11L LLC (QUA9625) SCOPE _^ ._ -_ Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCE I tAN Pf , ' , Standard Year 111t1 Cor , 'I, ` -r:als Technologies (TST5878) 1 t; TAS 100 1995 {' : Cor' � f'I -rials Techntilcagies (TST5878} TAS I00 1995 PRI Cor: � ii l' 1: ,-,vials Technologies (TST5878) TA i' i � . : TAS 100 1995 r'RI C r , f'•1r,i rims Technologies (TST5878) TAP -I ` l of TAS 100 1995 Cr: Ct,,i. oars Technolo Technologies "8 9 4 } TAP-1 ' J_ 1 0 TA 100 g 1995 PRI(, „, t,l ills Technologies ITS '8) TAP-1 i2-ir1 TAS 100 1995 PRI , f1 tt � Technologies (TST' 8) TAP-1'l )2-01 TAS I00 1995 PR! ; true r s ,a1s Technologies (TST 'r3) TAP IC -)-Oil TAS 100 1995 PRI i ngtruc a at ruts Technologies (TST` '3) Tr r TAS 100 1995 PRI ! r 1r i+>riafs Technologies �'� 8) TAP 1 TA 100 1995 PRIC: .. :vialsTechnoln(i,•_, ,8) TAP-30 T 00 1995 PRI Coe_ r l ,, -il- Techn , ,, . 78} TAP-31 ` > ,, 2 T 1995 PRI Cons : , ,. , '- ,'! v Tech„ ,"'; ; k?) 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"1 .• ! , n . � " iv it Z i I L i ^� 1� a} I O -._. / H T "• I v _ '� U r 11 �ti�1 � _ zw r W 1, L 1 ' r'�'^ I p� Mw 2 a d W -�- a- N V� /- _ � (. a q x 5t � z O -w -m- m r w ) - r O "$ ;-n r=n LL I ; N 1 u_ 'S J = �../ L,-, r0aom� zd •� a J i i=a mW W r! a a r 0 w i w OI Zi Q w u:w In 1�711,1 T E:cT-irit AL: SERVI F-s, Ill PRODUCT DESCRiPTION ` 6 al !j dZ \� d o u Imo- z� li! W N Z I•jU � row N .mi 'g_ oa O O O xI W x $ . cpd Nut 11-1 `wy CI> U TAMKO BUILDINGPFObUCTS Asphal Shingles Elite Glass -Seal@ 12-1/4" x 36' `S-,'h s i, , ` :,lass F and ASTM D 7158, Class H self -seals g, 3-tab (Frederick, Joplin & asphalt shingle with t iibt a` ) , mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules cxarr ', =vith ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self -seat , 3-tab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM P "r" r'lass H 5 Ir_cealir 0 ^ ,ar, :-,-.,Halt sir ,,:In -ith fib erg (Joplin) mat coated on both siii, lh ,, ,r ,,, ,r, -:P rd, ,P:,.i; :;�, �i �.s c mplying with ASTM D 3462. SMr)_ql ', ,,, r , ., a,r..� 1 ! rely, Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H f )erglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral Iranues Joplin, Phillipsburg & complying with ASTM D 3462, Tuscaloosa) Heritage® r Premium 13-1/4" x 39-3/8", ASTM D 3161, Class anti A", FM D 7158, Class H fiDerglass (Dallas, Frederick, reinforced, laminated architectural asphalt sh` 0- surfaced with mineral ranules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage�7 Premium 12 x ,t, ` (\STM D 3161, Class F and ASTM D 7 S, Class H Graf ruiKass re inforced, (Frederick) lam r te,1 �irchitectural asphalt shingle surfaced wir.. 'nineral granules comps) ing with ASTM D 3462, Heritage) Vintage( 17-1/2" x 40", ASTM D 3161, Class F and ASTM D' >?. (1 .,, H rir ,0 ,,s re n forced, laminated architectural ;is halt shingle surfaced wit[, nlwot rants, k � ecru 1 (Phillipsburg) P g g p in with 9 ASTM D 3462. Heritage(g) Woodgate 13-1/4' x 39-3/8", ASTM 0 3161, Class F and ASTM D 715lass H fer ess (Dallas & Frederick) reinforced, laminated architectural asphait shin shingle surfaced withmineralraes complying with ASTM D T 3462. Heritagel Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated arct itectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. hingies shall be used in the non-HVHZ only, Hip and Ridge Shingles 12-1/4" x 12', ASTM D 3161, Class F fihc,r:ri ,er r n d, [)ip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Viri Hip and Ridge 12" x 12 ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphal shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462_ 'I;i-,rt ',7 I'Ilq l,;2', = )1o;' ,,1i ___._ _........ -_. ;r,n report is provided for c ,., , ,=rvices, LLC of anyprodui.: ' l"_, >l,'s or quality a r' , � , ;;,a. _= on report does not exil - nply warranty rn. , ": t not iy addressed herein. l 6/9/2017 Florida Building Cade Online . ,. ,: �; 11 n11 k%i M.,R r,r #tN 4° I 2'.Y ': ... g 7 BCIS Home Log In i User Registration Hot Topics j Submit Surcharge : Stairs & Facts Publications FBC Staff BCIS Site Map : Links 5^arch ff,j 1 Product Approval ' i , _i USER: Public User - Product Anproval Menu > I?mduct or Application Search > Application. List > App"cation Detail 7„ m^k ' �, FL # FL18355 R2 # Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kerri-eden@tamko.com Authorized Signature Kerri Eden kerrl_eden@tamko.com Technical Representative / Address Ph ne Email / o Quality Assurance Representative Address/Phone/Ema i I Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden 4 Validation Checklist - Hardcopy Received Certlflcate of Independence ELIB355 R2 COT TBP15001 2 FBC 201.4 Product Evaluation Report Shina.les.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2.009 ASTM D D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code https:llwww.floridakwilding.orglpr/pr_app dtl.aspx?param=wGEVXCrwtpquvosrHazGXOW83MPT3uoffC%2fwzvJ5)eSATGIJHAHmKgOw%3d°/aid Aa ti t , Tit Hr 1. Basic Wind Speed (Vuity Frederick, Joplin, Basic Wind Speed (Vasa): F nillipsburg & Tuscaloosa) Deck (HVHZ). & Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): & Heritageig) Woodgate (Dallas & Frederick) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ). TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph p Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 In, plywood or wood plank for new construction; Min, 15/32 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15t32 in. plywood or woad plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12, installed with 5-5I8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nair Pattem" or "6 Nail Pattem" detailed below. - .. • 1 ". NERS I. Nall. Zone colnnoly _. "I- .. - ..... _ BOND n - 11 -1 �ytf i �_ , V 1 Q � 7CPOSU RE 5-6/8" r rI _.. _w tt t - i -1 l21f 12-3T tl ., + —1 if E Figure 3, HeritageO, Heritaill Premium, and Hent in ,' Woodgate (Dallas) 4 Nail Pattern (non-HVHZ or -I., _ e w _._ r --I?'-'---- ; kSTENSPS � NAIL Z�DI�.. .�" e'OMM _ i.�, ,..w. _.....w .. RQNL __ - is - i 1 w t f ? t 6-1 S i rt FJ 14 l t S 4- 1 i l y • �, - 7-112"�- - 112"-�At- J , ' -j` %44 , 1 7-1" fie 1" Faqure 4. Heritages) & HmwitageI 0,f,t =ium 6 Nail Pattern TBPfi FL18355R2 Page 4 of 11 _.._... .... — ___.___ _ _ . .-- This r Y i s provir :,1 ° I , to ,f ri ; r ii I .r , i' !i, ' manufacturer shall notify CREEK Ter.}1 �; , t C of , r rr c; -I«n1r�s 4I quakl, ,'y angel throughout the duration for which this report is valid. _ ,,11 . , ,rr dries n i. „,• oMy warrar, recommended use, or other produrf attributes that are not specifically aaddrossed herein. SCALE. AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit a@windstream. net 112 !97, ia.la�l I X 0 Z W w 'I I� ry W W rj d (LLD X }Q��, 0 W W V) ZQ LLO 0 X L. IZ FE o- U Q CO 1--- W U 0 O ix Ia. Z_ Z W 0 LaL- ®' < wk a) Irt W 00 a) l .�>/ or— Val. r- M c 0 (10 a r. __./ C o j , _Y 1 V L^_ � *r Trr ' W ^ W i • CL O X L U X U_ FILE # - SHEET 9 JUNE 2017 6/9/2017 Florida Building Code Online 5 " \e\ 3CIs Hine tog In User 2 g strat.tor H W r>p r< Submit Surcharge Stats & Facts r Publications FBC Staff BCIS Site! Map Links Search n &6e Product Approval USER: Public User pra Product Aogroval Menu > Product or Application Search > Aoolicstlan List > Application Detail In FL # FL7347-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw(arwbldgconsultants-com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. 4" Validation Checklist - Hardcopy Received Certificate of Independence FL7347 PS COI Cerfific#Le Of Independence.odf Referenced Standard and Year (of Standard) Standard Year ANSI/AAMA/NWWDA 101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app 01.aspx?param=wGEVXQwtDgtgO2Sx4jpd6WWa/a2fYOEFhx9gjiDLB5x3gEk%3d 113 £t96 'ON 'V'O 3dfU 5N0., IA38 NOtlOMSNOO .ta SIM >yne L6t6'649'£t9 :'ON ouoyd .l6 31Y0 ON XZ 9N180HONV 3wVa3 ONV NDnB a rn 565££ '13 'ootiloA 'O£L xog 'd'd 08.i biOZ '03 H15 Ol 31VOdn SI 6Z t t vi ,Q u. ry � 11nSNOD JNicninB y :11181POSSV do 18Vd �SS��/� 60tsw 'ON '3•d 8000 SSY7083OLI 03ZY70 \�\ ygWC?xY IP,w4oS d UoPuRt n81—vrv83H1 $ na Pu "Wku WKV 'ON :1On00ad $ _ �i�� O//yHa'S •�j a�`� Q �LLLffillllt\ttt 0 C i �ISO �l ._ 00 A d XVW,SL`6t yo01 =1 U � U a- W X U- `' ULJ Z Z02 � a uj O 3eJMH Ol .SS't t �------�-- 30NIW "dA1 • i ♦ i _,,4 ZZ a _ v u U X R " y m U Q v m`0 a arc ytp i�- CL ti E c ro o m Eo 2w i} U i E O W •c C7 m V 0-0 y ai met 0-0 0 , .- �: Oros Z a-Cyl. OG c:RT E Ae W)- CSC�� Uwy a r y� w 4 o u OCO ab � 'E 49 a Z ro �a py m (,... QOdCYR''rupp��3' UN(p$p(''���61'.p OOLlO0a0 Q UUoUEEU T't' L9EL-'iddlivaainl\s6uvxerLr�jKt-li\SjrnaddV tanpoid ePYgAiN3NVM3d nil-41\qua!D\7d 6/9/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 01/31/2015 Date Validated 02/02/2015 Date Pending FBC Approval 02/06/2015 Date Approved 04/15/2015 Summa f Products FL # Model, Number or Name Description 7347.1 a. "Fib erClassic "SmoothStar', TO x 6'8 "Impact" Glazed Fiberglass Single Door (X) - ClassicCraft" or "ClassicCraft Inswing or Outswing 1 Rustic" II Limits of Use Installation Instructions Approved for use In HVHZ: No FL7347--R5 11 Inst 7347.1•ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7347.1 for Design Pressure Ratings by FE734ZR,5__ EVAL 7347.Lodf specific Model and for any other additional use limitations Created by Independent Third Party Yes j and Installation instructions ._....... _ 7347.2 b "Fiber —Classic", "SmoothStar", 3'0 x 6 8 "Impact' Glazed Fiberglass Single Door with Sidelite "ClassicCraft" or "ClassicCraft (OX or XO) - Inswing or Outswing Rustic" ................ ........-.......- Limits of Use Installation Instructions Approved for use in HVHZ: No P 347 R5 II Inst 7347.2pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7347.2 for Design Pressure Ratings by FL7347 R AE EVAL 7347.2 Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 7347.3 c. "FiberClassic "SmoothStar", E 3"0 x 68 "Impact' Glazed Fiberglass Single Door with "CiassicCraft" or "ClassicCraft Sidelites (OXO) - Inswing or Outswing j Rustic" I Limits of Use Installation Instructions Approved for use in HVHZ: No FL7347 R5 .11 Inst 7347 3._pd...f ! Approved for use outside HVHZ: Yes Verified By. Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: See INST 7347.3 for Design Pressure Ratings by FL7347 R5 AE EVAL 7347.3.ndf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 7347.4 d. "FiberClassic", "SmoothStar", 60 x 68 "Impact" Glazed Fiberglass Double Door (XX) - — "ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" ---- - - -------- ----.-------------- . . ......... Limits of Use Installation Instructions Approved for use in HVHZ: No EL1347 R5 II In3g7,4pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7347.4 for Design Pressure Ratings by FL7347 R5 AE EVAL 7347.4.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. -. .......-. ........ 7347.5 e. "Fiber -Classic", "SmoothStar", 60 x 6'8 "Impact" Glazed Fiberglass Double Door with ClassicCraft" or 'ClassicCraft Sidelites (OXXO) Inswing or Outswing Rustic Limits of use Installation Instructions Approved for use in HVHZ: No FL7347 RS II In747 S. dff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yca Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other See INST 7347 5for Design Pressure Ratings by —FL7347 R5 AE EVAL 7347.S.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions https://www.floridabuiIding.org/pr/pr_app.-dtl.aspx' pmram=wGEVXQwtDgtgO2Sx4jpd6WW%2fYOEFhxggjiDLB5x3gEk%3d 213 £t96 'ON 'V 7 3d8d L6t6'a99'£t9 VON aueyd 969££ 1-4'"JIDA o£z =tee 'o'd `ttlRWllSJ.t4V"lnSN00 Maim 60+£b 'ON 7d \\ .jt1NlO�'•., �� 3PIui4oS 'd uaPUAl S1NAOd"00 T 7V7a31Vw 30 1118 iTgvi3ssv tiq 1LIVd 5NOIStA3a 09.1 bIOZ '03 HtS 01 TLWd-n y t>a -' y r4 g 1� o' h8 31V0 ON Sjl SL 6Zj t 8000 SSM8319IJ 03ZV75 na1-VWa3H1 11111111Cis*3\�•�`* bt1 -•r MUOQ00400Q W H Uj H0 �Q 300 Q0 0>i33 3 0 3 30IL 04 ft 0> 0 030 J U U U U Od Q U N U in 2 2 �h Z �Z " U U oUj U U O N� f!i o W Z,;y;O uu pG o W ZU© r✓s N a w � cr Z ?V O, � o Z a O uu d Z oe 0 ¢ �Z� ZU¢� U dev' 0( O U µ, Z U1 U 0Z W w 1) U ,L -i. a N ...1 ZCIE0 I] y J z°e0g Z Y Q ,,y� .J Z O i � !z} wi ode Q � U O vj �—1 Ce Q wi 4 � Q U(�?� wpiJJgU�=wpY(g <zUj iu/l W W a .}_r (.I W W LL In U W W a i- nQmma<K°aommos=°°°mMRSZ0 tom— lr�LOv en�Fu. 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AIN3NVWN3d nil 41Wu9f0V9 'nNi R.Lmw '1nsN0a fiN O'ftne 'M'tl HDtlZ Ell26 *ON 'v'O 3d8A LBte•es9'£t9 ','ON ouoyd 989C£ 'td `�NIoA 'O£Z iro8 'O'd � f' 1'1nSN0O ONlminB `���ttttti�t;�'►;� .v Id?40�S in, 601i£b 'ON '3•d .ptuob, •.,• 4PIW4oS '.4 uoPUA 1 .,,ra P•°ad•+d qu.wn.ep N01103S SS080 lVINOZ180w :X18w3SSV 80 1MVd SNOISIA38 o ti * � ( � � u_ T i � I - h: G, t � o ., ,l8 31V0 ON 5.}l O89�btOZ703 ti15 O! 3iVOdn St 6Z t i 8000 SSVI083SIJ 03ZYIO nal-Ywa3w1 :l�nooad 60KIP ••a- ekZ. ": �7Lri1 ale I r Z I ° , o A T'S'6MP'L9£L-ld\lu-n0\s6utMe10upEL-lAsi-oiddV txipo'd Kid i� d nil0WA4 \swa!D\b -gym oanrr.mm�oa'an,anm® 'M'M BaDL £t96 'ON 'V'O 3d8d SN ISIA3a L6t8'699'£ts :'ON aU04d �A SN011D3S SSoao S6R££ 1d 'oolil0A 10£Z xog 'O'd lYDtlti3A 3iv a Sal 08d b10Z '03 H19 01 31Vddn S16Zt I vi T,, n rnI �tttt��itTr'Nd11nSNOO sMtO'ltn9 //Uy `A78W3 SV 210 121Vd vtvv � 1 s 60v£r 'ON 3'd 8000 SSN70N3813 03M79 v !, �\ yotiio�;,"•. �,,. 3ptu.ryos •3 UopuA,1 na1-t�wa.3H.t �i gg u.. W ` 403l418 .-:As P♦lodoid qu♦wn-00 :iana08d _ - (' d '9W3 'NIW „t/t-t W U 4 a ° „0- > i e 4. a a ° ll`� C O 01 ° oLkil f LLJ 4 y y ° U c U c� U 4 a De ° 4 0 N •t► o � �. .,p Q •rt' ,o ui w ° / i"dl,1.j '9W3 ('dd '9W3 a 1a e r. to ° �a O CA 0 1 " O W \ G ti,l i M C LLl � N g °C� o0e5 Uq 0 i c $° f` U Q o r� 8 1 > < W ' a ° 1 cle 41 n r+ d (� .moo CieUU)e c� CD Z I ° H di W d T'9'6MP'LOEL•liuuaUn3\56utMeaOlLb£L-13\sieaoJddy uttpoad QPPOfAlN3NvM3d nil ewJa41\stua!D4'b SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@windstream.net V) W W N J O cr_ a- Z _ a. Z < 'Wn V 7 � W 00 W Z 111 Q 0) I N Y O d; O 0 4-J O N W 0 00 a > 00 • ® Iv C. X W ® X L ® X o V X li Q- FILE # SHEET # 9 JUNE 2017 ti q Florida Building Code Online cq In Use ,g st", 5! ih n �.. r�hai q. ^ol� K ,,-fs '- Product Approval . 'USER: Public user Fr_otiuct.Approy�al,.Me{5p- > argsluct or„pp(Illcatlon Search > ApglIlon Ust > AppMeatbn Detail FL # FL16048-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Tri-Built Materials Grdup, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz c@tribuiltmg,€om Authorized Signature David Ruiz david.ruizatribuiltmg,com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 201 842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative Address/Phone/Email x3 �. { o-v! Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report = Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By John W. Knezevich, PE Validation Checkli3t - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16048 R4 COT 2016 01 COT Nieminen.odf Standard Year ASTM D1970 2009 ASTM G1.55 2005 FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 Sections from the Code https:/AA ww.floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYNDWrwipmtAnR8iv`/o2fglJauQK006ShW9BigGzhge/p3d`/o3d 6/9/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/06/2016 10/17/2016 10/19/2016 12 13 2 i 06 FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments s Self-adhering,modified ed bitumen roof underla merits Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R4 IT 2016 10 FINAL ER TRI- Approved for use outside HVHZ: Yes DMIT UNDERLAYMENTS FL16048-R4,Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-67.5 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tile systems overtop the self -adhering FL16048 R4 AE 2016 10_FINAL _ER_TRI- Underlayment for one particular application. See ER SectlOn I BUILT UNDERLAYMENTS FL16048-R4pdf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use C4.�rrk f�ext Contact Us :: 2601 Blair T Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want y ,n e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditm, . mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees hcen„"i 1 r Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication wil r However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address :de available to the public. To determine if you are a licensee under Chapter 455, .k here . Produ, 1 Approval Accepts: ,,,,1i Safe 112 https://www.floridabul lding.orgfpr/pr_app_dtl.aspx?param=wGEVXowtDgtFPmdYi N D W r\vi pmtAnRgv%2fglJauQK0Q6ShW 9BigGzhg%p3d%3d 2: Flty.D lji,rierI ixfm,l Itp; in F , n� Tile Applications: FRSA/TRI April 2012 (0 1-12) dot , r, . � 1.,llce of all and 11 r-,rn systems beneath foam ran file systems, here the w,,, t . rnl 5 ,� of :I:e load -path. T'w lollowing Wind uplift limitatiri� direct deck underla ::ms tl,alt are not addressed in FRSA/TRl April 2012 (04-12) and a i,n- the lid-:' i } is,. , • r-.?:,�I{t "rY + r.:l 'o t. �'i:.; .A., I app .mum Design Pressure is the of testing f_ ad resist., : t on aRo _i rr and reflects the ultimata° �> , ��"nsqurn rl+a �_ _ 2 to 1 margin c) per , i it dy been applied), Rely .)f design wind pressi� S.6_41 `IfmDF,i`� f,;�r ..-w_45.0osf. ck: �- Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Prirw,r: (Optional) ASTM i?41 Unri , wment: Tri-Suitt S/A H f 3 U Underlayment, self -adhered. 5.6.4.2 Maxi0lum Design Pressure = -67.5 ,r 4f. Deck: Structural conA � to to meet project requirements to satisfaction of AHJ. Primer: Soprema Elastr , of 600c Underlayment: Tri-Built S/A H t TU Underlayment, self -adhered. 5.6.4.3 Maximum De ,,v 'ressur£, -60,0 jsf. Deck: , i. 3 , MSlywood to nits, uroject requirements to satisfaction of AHJ Base Sheet: loprema Sopra-G or Modifl, mechanically attached with nails (FBC 151i .5,1) and tin caps (FBC 1517.5.2"1 h '`1 ox, at the 4-inch laps and 6-inch o,c. in t 1ree, equally spaced rows in the ci c:i thf meet. derlayment: Tri-Built S/A HT TU Underlavi iientr self-,1, _�d, 5.7 5.71 Tri—Built Sal- is 5A Shingle Ilnderlayrrrent rnBuilt Smooth HT S/A Underlayment s not b left —nosed for ,..,ter , l i,_{r 10-clays, after inst t11 <, 5.7.2 Tri-Built S/A HT TU Underlayment shall net he ii,it exposed for longer than 180-days after in ,t ilirltion 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published install tion requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protru&, nail heads. Sweep the substrate thorot ighly renri di ,,t and debris prior to appl -r,;, 0'In; pr'�rw "i)P substrate (if applicable). 6.3 It Suitt sand-P ';hing_te Underi megt, Tri-Built S/A HT T_U_Underlayr»ent or Tri-Built Smooth H S A [bird rrtte:r'1t, 6.3.i Shall ;,e instafted'In compliance with the requirements for ASTM D1970 Underlayment in FBC Sec ions 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slate J for installation within 24 hours, Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is i , .,I ,, ooc l-off the release film diagonally while holdin E the membrane tight. Firmly roll, broom or hand -pi , rrornbrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, c _, fshred to shed water, Vertical seams should a 6- inches and staggered not less than 2-ft from verl'ic ns in the course below, sealed in accordance with TRi-BUILT requirements. Exterior Research and Design, LLC. Certificate of Autharizatfon #9503 FBC NON-HVHZ EVAt UATtON Evaluation Report A42960. Revision 4: 10/06/k016 Page 9J of 5 TRINI ED When installing at slopes above 8.12, TRI-BUILT recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For VallevS and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet or ridge, Drape and press sheet into place, working from the center of the valley or ridge in e r-r,on. For valleys, apply the sheet starting at the lowest point and work upward. F ' ? 5,�pl,cations (Tri-Built S/A HT TU Underlavmertt onlyl: t, A Is made to FRSA/1'R1 April 2012 (04-12) Installation Manual and Table 1 herein, using the rructions noted above as a guideline. For foam -on the applications, references is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRi April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product, 8. MANUFACTURING PLANTS; Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 9N-3 CIA requirements. 9, QUALITY ASSURANCE ENTITY: UL, LLC — QUA9625; (314) 578- 406; k.chancellorOus.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION Evaluation Report A42960,10.12-R4 FL16048-R4 Revision 4: 10/06/2016 Page 5 of 5 SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No. 31419 PO Box 562 Alachua, FI. 32616-0562 352-214-7300 tomaudit@windstream.net Oz � O _ W Z O _W W WQ r-N(Y)"ILTC) z O n�n U W Q W W W (n H LiJ LAJ V) J Q 0 0 L^.L EL Z a La I) LL 00 0:� Z 0— Q 0 N • • 1 1 � db 1 0 r FILE # - SHEET # lU` 9 JUNE 2017 3k5^` ;b y 511 N JIR Uh rH� 0 AM Hw ... OSYLZ a, suaal9 "aAtl eiPoaP"M 9' �u1'eupw NVON }o suonnloS le.M-345 e 4 P er. r. Ar iA o 66 � r� •e •;wq w a W LL tZtb62#wn :AoslelnPrirls i6tsEvoo# 3d ld! i I NNS "9 sewoyl 1 F- F7 • to IN x" to Z w 2q, y 4 W Z ���VvtSV Qx�E Fq wiS 47 (I W a Z Z 024 y�¢� jp:�Q z3 in � N ig �$Y-6 a V1 0 ?goo � O N Q VI c0 Q W 0Oo WZ� a Z) a m 2 0 U.CL F=M-W g0 Q y ui Q "� r U N Fw�wk m J )Xoo<w Url M d U Z�OU •- W Q M u- a— 00 < ZwOZ3,Z N rn f= Q§00 V) Q J iV H 00000 L. 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Y1 ti 6/14/2017 Florida Building Cale Online 6CIS Home Log In User REglstratior Hot rop,cs ', Submit Surcharge 1 Stats & Facts Publications FBC Staff j BCIS Site Map = rinks Sea Product Approval 'USER: Public User Prg�t�rt Agorpval Menu > PraducY or Aoollcatian Search a Aooliratlon List > Application Detail r FL # FL21867 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors/Entrematic Address/phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1307 robert, richardson@entrematic,com Authorized Signature Robert Richardson robert.richardson@entrematic.com Technical Representative Robert Richardson Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1307 robert.richardson@entrematic.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 d)oyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2027 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL21867 RO COI Staterilent of Independence 2017pdf Referenced Standard and Year (of Standard) Standard year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 ASTM F588 2004 TAS 201, 202, 203 1994 https:l/www.floridabuilding.orgiprlpr_ppp_od.aspx7param=wGEVXQwtDgtA9QzTt6YOf6AwclANv%2bdi9jLl8ZuGRBHAGiSnsLOXAO/o3da/aid 1/4 & gig EMEN Lin "M N00lNN1H etlt .__....• l.el cv+nx+ls Lin TAILf;t ( 1Hnl3H acing--� rax�w in �,- U, v'6 K R V 3�kn_ a R j} �w=na j I r I . r- z aOo S ul-z FQ w wwr (' wu $$m ow D{- 5i� nS ] i u Fm w -0 angniPuau3'M9-TZ6S 1 IE yut eu,lweJ4 oN}os rJ;WPS ru MAS-Qp 0 v K •r• ..� �. 02 '2 • CK1 U E5 c`�., WMO U U l r .a ♦ o - )Q a s s �• rtr il•srn.s ♦••y U_ tzla6z#w„d'dlryi':"minwslelnxx+ns 1-1 iY W � � �; b t6L58Vf16#4_411 N aulPAUJINs Isewoyi, Xjo _ + i j71 o m ip � kl ip a z bz o 0 ud �d v of nno© �¢�q�'� ts�04 Zt�o-4� JA ''4-Y ii U142w XWQ1 owl Z o 3m g(r� mX0 TV w'� ^ u,�'e ZF aa,�. •- F WS �T Nmt/,N N� z yy10m JJ R �tiWQ? xt7va � WWN<a'N �p mm apt J yyJ�101 r, ttyy xtjr5 �W�3M�GtO�V� o s a or n,, F9 Di <$ z p NO W A` 0 F� SpWy {upq�• Z € 0 0 as ��� dtiS zJ' ° +Mia,r»+om �W N 6/14/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/14/2017 Date Validated 02/15/2017 Date Pending FBC Approval 02/18/2017 Date Approved 04/04/2017 FL # Model, Number or Name Description 21867.1 Amarr Olympus 3200 (Model IRGC509 155 15 I Thru 9'-0" wide -^-^ C500);Amarr Designers Choice 3200- Limits of Use Installation Instructions Approved for use in HVHZ: No FL21867 RO II IRC C509-155-15-I Drawing 7 IO FL ndf Verified By: Thomas L. Shelmerdine PE-0048579 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +38.0/-44.9 Evaluation Reports Other: Clamshell Section Profile;Impact glazing is 1/4" FL21867 RO AE IRC-CS09-155-15-I Evaluation Report 7-10 FL.odf polycarbonate with aluminum frame FL21867 RQ AE IRC C5 155-15 I Report 7 10 F df E 21.867 RO AE Makrolon NOA 1.5-1.014.Q1.odf Created by Independent Third Party: Yes 21867.2 Amarr Olympus 3200 (Model .. IRC CS16-155-26-1 Thru 16 -0" wide C500),Amarr Designers Choice 3200 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes U1$67 RO 11 IRC-0516-15526=I Drawing 7 10 FL,odf ( Verified By: Thomas L. Shelmerdine PE-0048579 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +36.4/-41.4 Evaluation Reports Other: Clamshell Section Profile;Impact glazing is 1/4" _ROAG IRC C516 155_26:i Evaluation Report 7-10 0�. D'oIf polycarbonate with aluminum frame FL2f.867 RO AE IRC-0516-155-26-I Report 7-10 FL.pdf FL ,1867 RO AE Makrolon NOA 15-1014.01,0df Created by Independent Third Party: Yes ......... 21667.3 Amarr Olympus 3200 (Model �CSOO);Amarr _. _.. _..._. _ SRC-0518-155-26-1 Thru 18-0" wide Designers Choice 3200 Limits of Use Installation Instructions Approved for use in HVHZ: No FFL i867 RO II IRC C51$-155 26 I Drawino 7-10 FL gdf Approved for use outside HVHZ: Yes Verified By: Thomas L. Shelmerdine PE-0048579 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +37.0/-40.6 Evaluation Reports Other: Clamshell Section Profile;impact glazing is 1/4" FL21.$67 RO AE IRC-C_518-155-26-I.... Eya.lclatian Report 7-10 polycarbonate with aluminum frame FL.pdf FL21867 Pt' AF 'pt !,-tF +9c 26 I .R...eport 7-10 FL.t�df &21 67 N. - l5 1014.Oi,odf 1 Creat d Party: Yes ....... 21867.4 Amarr Stratford 1000, 2000 (M600); —-.._.._.... _... _ _._.... IRC-6018-110-15 Thru 18'-2" wide Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FI_-)867 R0 II IRC 601 7-10 FL.gdf Approved for use outside HVHZ: Yes Verified By: Thomas L. Shelmerd,rw PL 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Glazing not available in wind borne debris regions FL2.1.867`RO A.E IRC-60I8-110-15 Eyalu_a...tion Report 7-10 FL. f i1 IS67 RO AE IRC-6018-110-15 Report 7-SO F, df Created by Independent Third Party Yes 21867.5 Amarr Stratford 1000, 2000 (Model IRC-6018-130-24-L Thru 18 -0" wide 600);Amarr Oak Summit 1000, 2000 https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDg49QzTt6YQlf6AwclANva/`2bdi9ju8ZuGR8HACISnsLOXA%3da/a3d TT ,). t 111 I I 4 € 1`IY 3 ii W { }5r Q a i - I C @ "1 1 I I i t} N w co (dle _=� �m 61 F- i— 11 OlYGt ]td woaaaaanq nlPua!+i'M 9-II65 - Trl eu l�eJ4 N}o suonnios ,e.nlmr75 eyn O N r`•.r ..a rs CQ p ���y�"• rn t:� p i LL �rrrIn {( �p = Z h W ui •� • : /V tt'CY6i#Wn37d)Vd'sual"Ps lernw+a15 (645840o#381j13d'au€Piawlay5 ISM001 Cs7 p t. "7 a !t1 !h o C4 p� t a.at- k *n+` I� 0 al ii coMn- h+ P_ t0 cvw f0 r- .� rn j S t 'ct VVi,• 'i; d• f��y 1 N C tII a '- m c r., I ob o W r-) ix . m M a C7 E' , 71�J i< i C .. 1 , c:7 �- tJ lc c) c, g: O-. i» c St 0)rn �t st tl5 V rJi m V1' rn Y ) Y ,:•.I } -; N t:-- ri rli Lo u3 1- > , , to I , r r ly 1, - rdi 0, CJ W to toFL u :.i ,��7 !^�{� U 4) l-t �•�� O O* (C7� S CJ t a) in UJ in 7 s c c IL � I —1 41-jet - -t .. fn L L w Q a �c W A in `2 W w a t,Zl Wo cy a 4 zZ Cin I C I r ? _ n a Z H Q to m i- < w 31;1D x I- U 1-C1 Y yW 5F0 'U WQ-ZQ ZKSii Z� � W. 8 _ to 0 x Mw YQ- in Mn NbM t 4 .� �w d'wmwInw�vtl, iaw-�, to aj sU UU`x UtYU '� tL r-N W x �O �O O O \UU t s c W Uer 1N3WQ3HW3 a -a U ..1Z5Z j\'6 CL wm J r8 Stx-21= !n ' d SCALE: AS NOTED Thomas E. Audit Florida Professional Engineer License No.. 31419 PO Box 562 Alsichua, Fl. 32616-0562 352-214-7300 tomaudit@windstream. net /)�� 4,,rO446�p M� L.l. Oz0 CO v Zw Z O co > W 0 W F Li LLJ 0 J O� � C Z _ CL Z Q LLJ �- V) c.� a Q 00 LL Q ,j nN W ' O 4-J Q W N ` ON •> 4T 00 � M O O 0 v U r-1 U L— T • �� m 0 U N4, FILE # SHEET # 9 JUNE 2017 i C3T C5T i rn 00 it ti 0 C) C) C) T20 T16 T22 C51 rt C5 co C 3 B C) CD p- ClA CD J56(5) C3 cO 9 A W ry cc z C: L- M, 0 Ago --3 0 0 9 n